Mason Road Construction Plans by STLCOGOV

COUNTY PROJECT NO.

AR-1746

CONSTRUCTION PLANS

FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20

FOR MASON ROAD RESURFACING AND

MSD:

21MSD-00436 MSD BASE MAP:

REVI SI ONS

INDEX OF SHEETS

UTILITIES

OHE

SPIRE

FIBER OPTICS

UNDERGROUND TELEPHONE

WATER SANITARY SEWER

SHEET NO.

TOWN AND COUNTRY

DESCRIPTION

TITLE AND INDEX SHEET

SUMMARY OF QUANTITIES

3 -4

SCHEDULE OF QUANTITIES

I-64

PROPOSED RIGHT OF WAY

CONSTRUCTION LIMITS

GENERAL NOTES

6 -8

TYPICAL SECTIONS

9 -17

PLAN & PROFILE

18 -19

COORDINATE POINTS

20 -24

RIGHT OF WAY DETAIL

SAN

MANHOLE HYD

FIRE HYDRANT WV

MASONRIDGE ROAD

WATER VALVE WM

DRAINAGE AREA MAP

29 -30

STORM SEWER HYDRAULICS

31-35

EROSION CONTROL PLAN

36 -44

DISTURBANCE AREAS

WATER METER DI

TRAFFIC CONTROL DETAILS

53 -61

PAVEMENT MARKING PLAN

SIGNAL LAYOUT PLAN

SIGNAL WIRING DIAGRAM

PRO

DROP INLET

DETOUR PLAN

46 -52

SIGN

GROUND MOUNTED SIGN

POWER POLE

SIGNAL QUANTITIES

65 -95

CROSS SECTIONS

1-4

STANDARD DETAILS

FMI SSO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

S MASON ROAD LIGHT POLE

O TE

RI U

END PROJECT STA. 136+00.00

STORM SEWER PROFILES

26 -28

ST A

EXISTING RIGHT OF WAY

DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

OVERHEAD POWER

EER

PROJECT LIMITS

I N

GENERAL LEGEND

REV.DATE

FEDERAL PROJECT NO. STP-5574(606)

APP.

MULTI-USE TRAIL ST. LOUIS COUNTY PROJECT NO. AR-1746

DESCRI PTI ON

19P & 20P

Matthew Graviett PE-2018005006

Discipline: Professional Engineer

DATE:

CLAYTON ROAD

BENCHMARK

6/13/2023

SWALE (TBR)

TO BE ABANDONED

(TBA)

USE IN PLACE

(UIP)

TO BE REMOVED AND REPLACED

(TBR&R)

TO BE REMOVED AND REPLACED BY OTHERS

(TBR&RBO)

ADJUST TO GRADE

(ATG)

ADJUST TO GRADE BY OTHERS

(ATGBO)

PERMANENT ROADWAY IMPROVEMENT MAINTENANCE

NTS B E S GI T A N . P 1 RO 0 1 JE + 0 CT 0 . 0 0

DI SCI PLI NE:

TO BE REMOVED

(PRIMUSSE)

I-270

UTILITY SEWER AND SIDEWALK EASEMENT

NOTE: DASHED OR OPEN SYMBOLS INDICATE

136+00.00

BEGINNING OF PROJECT

STA.

101+00.00

APPARENT LENGTH 13332NAVD88(SLC2011A) ELEV = 647.02 FTUS (OR) 197.213 METER CUT AN "L" ON THE SOUTHWEST CORNER OF TRAFFIC SIGNAL BOX EAST OF ENTRANCE TO FIRE STATION AT #13443 CLAYTON ROAD, ROUGHLY 600 FEET EAST OF MASON ROAD, 40 FEET NORTH OF CENTERLINE OF CLAYTON ROAD, AND 35 FEET EAST OF CENTERLINE OF ACCESS DRIVE TO FIRE STATION. SP MO EAST N=310060±E=251639±METER - ESTIMATED ROUGH NAD83 LAT=38.627304°(N/+) LONG=90.481177°±(W/-)

STORMWATER MANAGEMENT FUTURE DISTURBANCE NOTE:

3500.00

FEET

0.00

FEET

TOTAL CORRECTIONS

0.00

FEET

NET LENGTH OF PROJECT

3500.00

FEET

STATE LENGTH

0.66

MILES

FEDERAL LENGTH

0.66

MILES

2901 (2020) EQUATIONS AND EXCEPTIONS

SB TRUCK PERCENTAGE

2901 (2020) 4.9%

DESIGN ADT (YEAR):

6092 (2030)

DESIGN SPEED (V) =

35 MPH

POSTED SPEED (V) =

35 MPH PURSUANT TO SECTION 327.411 RSMO, THE UNDERSIGNED PROFESSIONAL LAND SURVEYOR HEREBY DISCLAIMS ANY RESPONSIBILITY FOR ENGINEERING DESIGN ASPECTS SHOWN ON ANY PART OF THESE PLANS, AND FURTHER DISCLAIMS RESPONSIBILITY FOR ANY INFORMATION SHOWN ON INDIVIDUAL PLAN SHEETS OR PROJECT DOCUMENTS OF ANY KIND THAT ARE NOT SPECIFICALLY SIGNED AND SEALED BY THE UNDERSIGNED LAND SURVEYOR. SEE SHEET 13 FOR A STATEMENT OF SURVEY RELATED WORK DONE IN REGARDS TO THESE PLANS. THIS TITLE AND INDEX SHEET CONTAINS NO SURVEY DATA AND DOES NOT ITSELF MEET THE MISSOURI MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS. ANY PLAN CHANGES SHALL BE SIGNED AND SEALED AS REVISIONS ON THE INDIVIDUAL SHEETS WHERE THE REVISIONS OCCUR EITHER BY THE UNDERSIGNED SURVEYOR OR BY SUCCESSOR LAND SURVEYORS.

PROJECT DISTURBANCE = 1.35 ACRES PROJECT RUNOFF DIFFERENTIAL = 0.48 CFS ANY FUTURE LAND DISTURBANCE AND/OR INCREASE IN IMPERVIOUS AREA ON THIS SITE MAY REQUIRE ADDITIONAL STORMWATER MANAGEMENT PER MSD REGULATIONS IN PLACE AT THAT TIME (INCLUDING TOTAL LAND DISTURBANCE AND/OR IMPERVIOUSNESS ADDED ON THIS PLAN.)

PROJECT ELEVATIONS ARE RELATIVE TO NAVD88. ADD 0.32 TO PROJECT ELEVATIONS TO RELATE THE PROJECT TO NGVD29. ALL PUBLIC SEWERS ARE LOCATED WITHIN DISIGNATED EXISTING OR PROPOSED EASEMENTS EXCEPT AS FOLLOWS:

I-64

C l a y t o nR o a d

PROJECT LOCATION

SIGNED P.E. DATE

MICHAEL LAY, PLS GBA FIRM #LSC000059 MISSOURI PLS 2013000044

STANDARD SPECIFICATIONS

ST. LOUIS COUNTY, MISSOURI DEPARTMENT OF TRANSPORTATION/PUBLIC WORKS

TRANSPORTATION PUBLIC WORKS

DESIGN DIVISION 1050 N. LINDBERGH BLVD ST. LOUIS, MISSOURI 63132

UTILITY NOTE

IT SHOULD BE UNDERSTOOD THAT THIS SIGNATURE AND SEAL APPLY ONLY TO THE AFOREMENTIONED FINAL MEASUREMENTS

M.S.D. P-NUMBER:

HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND

THISPROJECT SHALL BE COVERED BY THE ST. LOUIS

RECORDS: AND, THEREFORE THEIR LOCATIONS MUST

COUNTY STANDARD SPECIFICATIONS FOR ROAD AND

BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE

BRIDGE CONSTRUCTION, AND BY APPLICABLE ST.

THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS

LOUIS COUNTY STANDARD DRAWINGS.

PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID THERETO.

Manchester Road

NTS

DESIGNED:

21MSD-00436

T. RENFRO

UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES UNLESS OTHERWISE NOTED, ALL WORK ON

PU BLIC W O RK S

5802 (2020)

STA.

TI TLE AND I NDEX SHEET

CURRENT ADT (YEAR):

END OF PROJECT

M ULTI USE TRAI L

2028

THE EXISTING SEWER LENGTHS, SIZES, FLOWLINES, DEPTHS OF STRUCTURES AND SEWERS AND LOCATIONS WITH RESPECT TO EXISTING OR PROPOSED EASEMENTS HAVE BEEN MEASURED. THE RESULTS OF THOSE MEASUREMENTS ARE SHOWN ON THIS SET OF FINAL MEASUREMENT PLANS. SINCE THE WYE LOCATIONS HAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY THE SEWER CONTRACTOR OR OTHER SOURCES, I DISCLAIM ANY RESPONSIBILITY FOR THAT SPECIFIC INFORMATION.

RESURFACI NG AND

DESIGN YEAR:

A ST. LOUIS COUNTY ROAD

LOCATOR MAP

M ASON ROAD

MAJOR COLLECTOR

AS-BUILT CERTIFICATION

I 270

FUNCTIONAL CLASSIFICATION:

LENGTH OF PROJECT

M ason Road

13142NAVD88(SLC2011A) ELEV = 640.48 FTUS (OR) 195.220 METER "SQ" ON CENTER OF CONCRETE HEADWALL; 58' WEST OF CENTERLINE OF MASON ROAD SOUTH OF CLAYTON ROAD. SP MO EAST N=310084±E=251455±METER - ESTIMATED ROUGH NAD83 LAT=38.627520°(N/+) LONG=90.483290°±(W/-)

DESIGN CRITERIA

Mi sso u Hi ghw ri a 141 y

PROJECT SPECIFIC INFORMATION

TRA N SPO RTA TIO N

EXISTING FEATURES

APPROVED: M.S.D. BASE MAP:

DRAWN:

19P & 20P

REVIEW ENGINEER: APPROVAL DATE:

Stephanie Leon Streeter, P.E.

T. RENFRO

Director

CHECKED:

M. GRAVIETT

DATE:

SHEET SEQUENCE:

1 OF 95

CERTI FI CATE OF AUTHORI TY:000133

CHAIN LINK FENCE

PROFESSI ONAL ENGI NEERI NG

WOOD FENCE

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

2 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

SUM M ARY OF QUANTI TI ES SHEET 1 OF 1

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/21/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

3 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

SCHEDULE OF QUANTI TI ES SHEET 1 OF 2

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

4 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

SCHEDULE OF QUANTI TI ES SHEET 2 OF 2

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

COUNTY PROJECT NO.

AR-1746

MSD NOTES:

FEDERAL PROJECT NO.

MSD SPECIFICATIONS TO BE FOLLOWED FOR ALL PUBLIC SEWER INSTALLATIONS.

STP-5574(606) E-W GATEWAY TIP NO.

ABANDONMENT/PERMITS:

6905A-20 MSD PERMITS ARE REQUIRED PRIOR TO THE ABANDONMENT OR REMOVAL OF EXISTING SEWERS. TO RECEIVE MSD PERMITS THE PROJECT MUST HAVE MSD PLAN APPROVAL. NOTIFY MSD 48 HOURS PRIOR TO SEWER ABANDONMENT AND/OR REMOVAL.

MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

EXISTING CONNECTIONS:

THE REMOVAL AND REPLACEMENT, OR REHABILITATION OF THE EXISTING STRUCTURE WILL BE DETERMINED BY THE MSD FIELD INSPECTOR. IF THE STRUCTURE IS DETERMINED TO REMAIN IN PLACE, THEN THE TOP SHALL BE ADJUSTED TO GRADE, IF NEEDED. SHOP DRAWINGS: THE PROJECT ENGINEER SHALL PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN MISSOURI FOR APPROVAL TO MSD PRIOR TO CONSTRUCTION OF THESE STRUCTURES. STRUCTURES SHALL BE DESIGNED TO SUSTAIN HS-20 LOADS. PLEASE CONTACT THE DISTRICT'S CONSTRUCTION MANAGEMENT DIVISION AT (314) 335-2072 FOR QUESTIONS.

PRO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

MSD SHOP DRAWING SUBMITTAL REQUIRED FOR BMP AND ITS COMPONENTS PRIOR TO CONSTRUCTION. MSD CONTACT: PLEASE CONTACT THE DISTRICT'S CONSTRUCTION MANAGEMENT DIVISION AT (314) 335-2072 FOR QUESTIONS.

FMI SSO RI U

SHOP DRAWINGS FOR BMPS:

O TE

EER

REMOVE REPLACE OR REHAB NOTE:

I N

MAINTENANCE OF THE SEWERS DESIGNATED "PUBLIC" SHALL BE THE RESPONSIBILITY OF THE METROPOLITAN ST. LOUIS SEWER DISTRICT UPON DEDICATION OF THE SEWERS TO THE DISTRICT.

ST A

PUBLIC SEWER MAINTENANCE:

PIPE GRADE LESS THAN ONE PERCENT (1%) FOR SEWERS WITH A DESIGN GRADE LESS THAN ONE PERCENT (1%), FIELD VERIFICATION OF THE PIPE GRADE WILL BE REQUIRED FOR EACH INSTALLED REACH OF SEWER, PRIOR TO ANY SURFACE RESTORATION OR INSTALLATION OF ANY SURFACE IMPROVEMENTS.

REV.DATE

THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHEREVER POSSIBLE.

LIMITS OF DISTURBANCE:

REVI SI ONS

EXISTING WATER AND SANITARY CONNECTIONS WILL NOT BE MODIFIED WITH THIS WORK.

APP.

CONSTRUCTION SITE RUNOFF SHALL NOT FLOW INTO BMP AREAS. ALL STORMWATER FLOW TO BMP AREAS SHALL BE DIVERTED, PLUGGED OR DISCONNECTED UNTIL THE CONSTRUCTION SITE IS STABLE AND THE MSD INSPECTOR PROVIDES APPROVAL TO PLACE THE BMP ON-LINE

DESCRI PTI ON

CONSTRUCTION SITE RUNOFF:

STANDARD CONSTRUCTION:

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

DI SCI PLI NE:

SOME RECENT CHANGES CONCERN PLASTIC PIPE MATERIALS AND PIPE FIELD TESTING AND PERFORMANCE, AND INCLUDE THE FOLLOWING: PART 2 - MATERIALS OF CONSTRUCTION HIGH DENSITY POLYETHYLENE (HDPE) PIPE IS NOT ALLOWED FOR GRAVITY SEWERS FOR STORM, COMBINED, OR SANITARY SEWERS THAT ARE "PUBLIC" OR "PRIVATE UNDER MSD INSPECTION".

TRA N SPO RTA TIO N

FOR USE IN SANITARY AND COMBINED SEWERS 12 TO 60 INCHES IN DIAMETER IT SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2764 "STANDARD SPECIFICATION FOR 6 TO 60 IN. POLYPROPYLENE (PP) CORRUGATED DOUBLE AND TRIPLE WALL PIPE AND FITTINGS FOR NON- PRESSURE SANITARY SEWER APPLICATIONS." FOR USE IN STORM SEWERS 12 TO 24 INCHES IN DIAMETER IT SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2881 "STANDARD SPECIFICATION FOR 12 TO 60 IN. POLYPROPYLENE (PP) DUAL WALL PIPE AND FITTINGS FOR NON-PRESSURE STORM SEWER APPLICATIONS;" OR FOR USE IN STORM SEWERS 12 TO 60 INCHES IN DIAMETER IT SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2764 "STANDARD SPECIFICATION FOR 6 TO 60 IN. POLYPROPYLENE (PP) CORRUGATED DOUBLE AND TRIPLE WALL PIPE AND FITTINGS FOR NON- PRESSURE SANITARY SEWER APPLICATIONS." PART 4 - PIPE SEWER CONSTRUCTION SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH INTEGRITY TESTING DELETE THE FIRST SENTENCE AND THE FOLLOWING REPLACEMENT APPLIES:

PU BLIC W O RK S

POLYPROPYLENE (PP) PIPE IS ALLOWED AS FOLLOWS FOR GRAVITY SEWERS THAT ARE "PUBLIC" OR "PRIVATE UNDER MSD INSPECTION":

THE VACUUM TEST MUST BE PERFORMED PRIOR TO BACKFILLING AROUND THE MANHOLE UNLESS THE CONTRACTOR PROVIDES DOCUMENTATION FROM THE PRECAST MANHOLE MANUFACTURER STATING THAT THE MANHOLE MAY BE VACUUM TESTED AFTER BACKFILLING HAS TAKEN PLACE. THE CONTRACTOR MUST SUBMIT THIS DOCUMENTATION PRIOR TO BACKFILLING AROUND ANY MANHOLE. SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH B, EXFILTRATION TESTING DELETE THE SECOND SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING ADDITION APPLIES: FOR EXFILTRATION TESTING, THE ALLOWABLE LEAKAGE LIMIT IS 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY WHEN THE AVERAGE HEAD ON THE TEST SECTION IS THREE FEET (3') OR LESS.

DESIGNED:

IF REINFORCED CONCRETE PIPE IS USED FOR SANITARY OR COMBINED SEWERS LARGER THAN 27", ALL PIPE AND JOINTS SHALL CONFORM TO ASTM C 361. IN ADDITION, IF THE DIAMETER IS LARGER THAN 48", THE JOINT TYPE MUST INCLUDE A GASKET THAT IS CONFINED IN A GROOVE IN THE SPIGOT OF THE PIPE.

DRAWN:

MANHOLE GRADING A 6' DIAMETER FLAT AREA SHALL BE PROVIDED AROUND ALL MANHOLE COVERS.

GENERAL NOTES

SECTION B, PIPE FIELD TESTS, PARAGRAPH 4, MANHOLE TESTING, SUBPARAGRAPH A, VACUUM TESTING AFTER THE FIRST SENTENCE, THE FOLLOWING ADDITION APPLIES:

M ULTI USE TRAI L

THE MEASUREMENT OF LEAKAGE SHALL NOT EXCEED 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS REQUIRED BY THE MISSOURI DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS.

RESURFACI NG AND

SECTION B, PIPE FIELD TESTS, PARAGRAPH 2, REACH INTEGRITY TESTING, SUBPARAGRAPH C, INFILTRATION/EXFILTRATION TESTING DELETE THE SIXTH SENTENCE, CONCERNING LEAKAGE LIMITS, AND THE FOLLOWING REPLACEMENT APPLIES:

M ASON ROAD

ALL SANITARY AND COMBINED SEWERS SHALL SUSTAIN A MAXIMUM LEAKAGE LIMIT OF 100 GALLONS/INCH OF PIPE DIAMETER/MILE OF LINE/DAY, AS REQUIRED BY THE MISSOURI DEPARTMENT OF NATURAL RESOURCES SPECIFICATIONS.

T. RENFRO

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

5 OF 95

CERTI FI CATE OF AUTHORI TY:000133

6/13/2023

PROFESSI ONAL ENGI NEERI NG

ALL STORM AND SANITARY SEWER STRUCTURES AND APPURTENANCES TO BE DEDICATED TO MSD, OR TO BE PRIVATE UNDER MSD INSPECTION, SHALL CONFORM TO THE METROPOLITAN ST. LOUIS SEWER DISTRICT, STANDARD CONSTRUCTION SPECIFICATIONS FOR SEWERS AND DRAINAGE FACILITIES, 2009. THAT WILL INCLUDE STANDARD DETAILS SHOWN THEREIN, AND SHALL INCLUDE ALL SUBSEQUENT CHANGES MADE THERETO.

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P Ê PROPOSED MULTI-USE TRAIL

Ê MASON ROAD

MAX 4:1

MATCH EXIST.

4:1 MAX 2" SUPERPAVE SP125 (PG70-22)CLP 4" ASPHALTIC CONCRETE MULTI-USE TRAIL

FULL DEPTH RECLAMATION

4" TYPE 5 AGGREGATE BASE

PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT

6" AMENDED SOILS

MASON ROAD

STA. 201+12.00 TO STA. 202+30.00

STA. 104+05.00 TO STA. 105+15.63

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

ST A

PROPOSED MULTI-USE TRAIL

PRO

EER

1.5%

MATCH EXIST.

12' LANE

NUMBER PE-2018005006

I N

11' LANE

REVI SI ONS

12' LANE

APP.

VARIES

REV.DATE

DESCRI PTI ON

70' RIGHT OF WAY

E SS G I O NALEN

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

Ê MASON ROAD

6/13/2023

VARIES

12' LANE

11' LANE

12' LANE DI SCI PLI NE:

€ OVERLAY SHALL BE LAID IN TWO 2" LIFTS. PG

1.5%

MAX 4:1

MATCH EXIST.

PROFESSI ONAL ENGI NEERI NG

70' RIGHT OF WAY

4" MILL & OVERLAY

4" TYPE 5 AGGREGATE BASE

PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT

MASON ROAD

STA. 200+00.00 TO STA. 201+12.00

STA. 103+05.48 TO STA. 104+05.00

M ASON ROAD

PROPOSED MULTI-USE TRAIL

M ULTI USE TRAI L

EXISTING PAVEMENT

TYPI CAL SECTI ONS SHEET 1 OF 3

TRA N SPO RTA TIO N

6" AMENDED SOILS

RESURFACI NG AND

4" ASPHALTIC CONCRETE MULTI-USE TRAIL

4" SUPERPAVE SP125 (PG70-22)CLP €

PU BLIC W O RK S

4:1 MAX

NOTE: THE ABOVE TYPICAL SECTIONS ARE INTENDED ONLY TO PROVIDE GUIDANCE AS TO THE LIMITS OF THE FULL DEPTH RECLAMATION OPERATIONS. THE PAVEMENT MATERIALS AND DEPTHS SHOWN WERE PLOTTED FROM EXISTING RECORDS AND MAY VARY DESIGNED:

SIGNIFICANTLY FROM ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES DURING MILLING OPERATIONS TO ENSURE PAVEMENT CROSS SLOPE MAINTAINS POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER. STATIONING SHOWN SHOULD BE CONSIDERED APPROXIMATE ONLY.

T. RENFRO DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

6 OF 95

CERTI FI CATE OF AUTHORI TY:000133

Ê PROPOSED MULTI-USE TRAIL

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

Ê PROPOSED MULTI-USE TRAIL

6905A-20

Ê MASON ROAD MSD:

70' RIGHT OF WAY

12' LANE

MATCH EXIST.

MSD BASE MAP:

19P & 20P

4:1

REVI SI ONS

1.5% 4:1 MAX

MAX

2" SUPERPAVE SP125 (PG70-22)CLP

4" ASPHALTIC CONCRETE MULTI-USE TRAIL

2" MILL & OVERLAY

4" TYPE 5 AGGREGATE BASE PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT

PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT

6" AMENDED SOILS

PROPOSED MULTI-USE TRAIL

MASON ROAD

STA. 230+82.00 TO STA. 231+11.86

STA. 134+00.00 TO STA. 135+75.14

Ê PROPOSED MULTI-USE TRAIL

REV.DATE

EXISTING PAVEMENT

70' RIGHT OF WAY

VARIES

12' LANE

PRO

12' LANE

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

ST A

Ê MASON ROAD

EER

VARIES

NUMBER PE-2018005006

I N

DESCRI PTI ON

APP.

21MSD-00436

E SS G I O NALEN

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

MAX 4:1

4:1 MAX

4" ASPHALTIC CONCRETE MULTI-USE TRAIL

DI SCI PLI NE:

2" SUPERPAVE SP125 (PG70-22)CLP

6" AMENDED SOILS

FULL DEPTH RECLAMATION

4" TYPE 5 AGGREGATE BASE

PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT

MASON ROAD

STA. 223+10.00 TO STA. 224+40.00

STA. 126+18.01 TO STA. 127+68.08 TRA N SPO RTA TIO N

PROPOSED MULTI-USE TRAIL

Ê PROPOSED MULTI-USE TRAIL

PU BLIC W O RK S

PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT

PROFESSI ONAL ENGI NEERI NG

1.5%

MATCH EXIST.

Ê MASON ROAD 70' RIGHT OF WAY

VARIES

MAX 4:1

12' LANE

MATCH EXIST.

APPROPRIATE AMOUNT OF RECLAIMED MATERIAL TO REACH SPECIFIED SURFACE ELEVATION. PG

1.5% 4:1 MAX

2" SUPERPAVE SP125 (PG70-22)CLP

4" ASPHALTIC CONCRETE MULTI-USE TRAIL

TOP OF FULL DEPTH RECLAMATION SHALL BE 2" BELOW EXISTING SURFACE

FULL DEPTH RECLAMATION

4" TYPE 5 AGGREGATE BASE 6" AMENDED SOILS PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT

TYPI CAL SECTI ONS SHEET 2 OF 3

M ULTI USE TRAI L

RESURFACI NG AND

RESPONSIBILITY TO WASTE

M ASON ROAD

# IT IS THE CONTRACTOR'S

PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT TOP OF FULL DEPTH RECLAMATION SHALL BE 2" BELOW EXISTING SURFACE

# #

DESIGNED:

T. RENFRO DRAWN:

PROPOSED MULTI-USE TRAIL

MASON ROAD

STA. 202+30.00 TO STA. 223+10.00

STA. 105+15.63 TO STA. 126+18.01

CHECKED:

STA. 224+40.00 TO STA. 230+82.00

STA. 127+68.08 TO STA. 134+00.00

SHEET SEQUENCE:

T. RENFRO

M. GRAVIETT

7 OF 95

CERTI FI CATE OF AUTHORI TY:000133

MATCH EXIST.

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

VARIATIONS VARIES 20' - 23'*

VARIES*

2" SUPERPAVE SP125 (PG70-22)CLP

TYPE "C" ASHAPLTIC CONCRETE

FULL DEPTH RECLAMATION 7" TYPE "X" BITUMINOUS CONCRETE BASE

TOP OF FULL DEPTH RECLAMATION PRIME-LIQUID ASPHALT AND TACK EMULSIFIED ASPHALT

4" TYPE 5 AGGREGATE BASE

RESIDENTIAL SIDESTREET

Ê STA. 214+81.03 LT

PRO

Ê STA. 221+16.62 LT

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

ST A

Ê STA. 210+11.10 LT

EER

VARIES*

NUMBER PE-2018005006

I N

VARIES*

MATCH EXIST.

REV.DATE

VARIES 14'-19'*

REVI SI ONS

* SEE CROSS SECTIONS FOR

APP.

Ê PROPOSED MULTI-USE TRAIL

DESCRI PTI ON

19P & 20P

E SS G I O NALEN

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

* SEE CROSS SECTIONS FOR VARIATIONS

VARIES (SEE CROSS SECTIONS) PG

1.5%

VARIES*

MATCH EXIST.

RESIDENTIAL DRIVEWAY Ê STA. 206+59.44 LT Ê STA. 218+76.63 LT

TYPI CAL SECTI ONS SHEET 3 OF 3

TOP OF FULL DEPTH RECLAMATION

M ASON ROAD

FULL DEPTH RECLAMATION

M ULTI USE TRAI L

2" SUPERPAVE SP125 (PG70-22)CLP

RESURFACI NG AND

SWALE CROSSING 6" PAVED DRIVEWAY APPROACH

DESIGNED:

T. RENFRO DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

8 OF 95

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

VARIES*

PU BLIC W O RK S

10'

TRA N SPO RTA TIO N

Ê PROPOSED MULTI-USE TRAIL

PROFESSI ONAL ENGI NEERI NG

6/13/2023

62.38'

N SIG

CITY OF TOWN AND COUNTRY 13443 CLAYTON ROAD

SCALE

DB 8735 PG 1079

EXIST. SIGNAL BOX

LOC# 20P230376

TO FIRE

(PB 192 PG 90) EXIST. 5' SIDEWALK

STATION

ESM'T (PG 192 PG 90)

COMMITMENT# 19-250738-KEE

NO TAKINGS

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

EXIST. FIRE STATION

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

650

645

640

DATE:

6/13/2023

Ê PROPOSED MULTI-USE TRAIL PROFILE

630

625

620

M ULTI USE TRAI L

635

RESURFACI NG AND

635

M ASON ROAD

GRADE (MATCHES EXISTING GRADE)

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN. 615

615

DRAWN:

200

634.19

634.99

635.71

636.52

610

637.47

T. RENFRO

201

CHECKED:

M. GRAVIETT 610

SHEET SEQUENCE:

9 OF 95

CERTI FI CATE OF AUTHORI TY:000133

PROP. FIBER

E SS G I O NALEN

DI SCI PLI NE:

EXIST. 10' ESM'T

NUMBER PE-2018005006

PROFESSI ONAL ENGI NEERI NG

EXIST. R/W

FMI SSO

MATTHEW LEE GRAVIETT

N/F

(TBR&R) (UIP)

O TE

EER

20.00'

I N

38.71'

PU BLIC W O RK S

PO 10

N SIG

ST A

ROA D TON

LOOPS

(TBA)

2+56.11

TRA N SPO RTA TIO N

(DB 7093 PG 1588)

(UIP)

2+17.41

1 0 4 + 0 0

EXIST. BOLLARD

638.46

DETECTION

POLES

2+37.41

EXIST. 5' ELECTRIC ESM'T

CLA Y

EXIST.

LIMITS

POWER

(TBR)

683 SF (0.02 AC) PRIMUSSE

CONSTRUCTION

EXIST.

CURVE MASONRD_3

SIDEWALK

PRO

LOC# 20P230220

1 0 4 + 0 0

EXIST. 4'

RI U

(UIP)

177,607 SF (4.08 AC) REMAINING

TRANSITION PROFILE WITH VARIABLE DEPTH OVERLAY TO MEET PROFILE GRADE OF FDR PAVEMENT. TRANSITION SHOULD BE 50' LONG.

2 0 1 + 0 0

POLE & GUY WIRES

MULTI-USE TRAIL

(UIP)

GUY

EXIST. POWER

GUY

(UIP)

Ê PROPOSED

SIGN

GUY

EXIST. GRATE

MASON WOODS VILLAGE LLC

(TBR)

GUY

EXIST. POWER POLE

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

SWALE

SIGN

S-PERP-3

POLE & GUY WIRES

PROPOSED

EXIST.

GUY

PRIMUSSE

VAULT

(ATGBO)

PROP. TYPE B

EXIST. SIGNAL

GUY

CULVERT IS NOT MAINTAINED BY MSD AND MSD PERMITS FOR THIS WORK ARE NOT NEEDED.

10 3+ 00

PRIMUSSE

EXIST. AT&T

(UIP)

COMMITMENT# 19-250739-KEE GRADE TO PROMOTE POSITIVE DRAINAGE INTO EXISTING CULVERT INLET.

(TBA)

EXIST. GAS VALVE

DB 17434 PG 2457

LOOPS

(UIP)

P L

(UIP)

EXIST. 2 SIGNS

EXIST. SIGNS

TRUNCATED DOMES

EXIST. 10' ESM'T (PB 192 PG 90)

FENCE

CURB RAMP

S-PERP-3 CURB RAMP

N/F

WOOD

(UIP)

PROP. TYPE B

(UIP)

(EXIST. MSD #20P4-029D) 2

(UIP)

SIG

EXIST. POWER POLE

13402 CLAYTON ROAD CONSTRUCTION NOTES

IGN SN SI G

(UIP)

GUY

0 00.0 + 0 0 1 STA POT

EXIST. LANDSCAPING

6" PAVED DRIVEWAY APPROACH

(TBA)

BEGIN PROJECT

PROP. 12" FLARED END SECTION

(UIP)

4" MILL & OVERLAY

EXIST.

MASONRD_3

10 2+ 56 .1 1

LOOPS

ST A

EXIST. DETECTION

SIGN

(UIP)

NO TAKINGS

REVI SI ONS

.41

EXIST.

COMMITMENT# 19-250726-KEE

TYPE "A" CONCRETE PIPE COLLAR

CURVE

DETECTION

17 102+ A T PC S

(UIP)

19P & 20P

2" MILL & OVERLAY

LOC# 20P420117

GUY

HYDRANT

STA. 101+00.00

(ATG)

MSD BASE MAP:

DB 8258 PG 222

INSTALL 3'X12" RCP W/

(UIP)

EXIST.

00 101+

POLE

21MSD-00436

13087 STARBUCK ROAD

LIGHT

MSD: FULL DEPTH PAVEMENT

(UIP)

EXIST.

3+ 34 .0 8

N SIG

EXIST. GRATE

12" FES

(UIP)102+0

Ê MASON ROAD

EXIST. PULL BOX

CURB RAMPS EXIST.

(TBR) GUY

HYD

S-PERP-3

& GUY WIRES

N/F MICHAEL F. & BARBARA A. FOX

REV.DATE

PROP. TYPE B 1

SIGNAL POLE

(TBR)

LIMITS

N SIG

EXIST. PEDESTRIAN POLE

(DB 17290 PG 3606)

0. 00

(UIP) CONSTRUCTION

EXIST.

61.3' LT EXIST. SIGN

EXIST. 10' SIDEWALK ESM'T

CURB RAMP

6905A-20

PLAN & PROFI LE SHEET 1 OF 9

(UIP)

EXIST. R/W

+83.91

E-W GATEWAY TIP NO. FULL DEPTH RECLAMATION

E E

(UIP)

60.3' LT

STP-5574(606)

POLE GUY

(PB 76 PG 9)

PUSHBUTTON

SIDEWALK

STA. 101+60.00

EXIST. 12' ESM'T

POWER

BT-COMB-1

E E

EXIST. 5'

PED(TBR)

+75.97 GV

RESURFACING

NO TAKINGS

EXIST.

PROP. TYPE E

(UIP)

CONTROLLER &

N GN SI G SI

COMMITMENT# 19-250725-KEE

SIGNAL

POLE & GUY WIRE

12" CMP

PROPOSED 8' MULTI-USE TRAIL

N S IG

EXIST. POWER

BEGIN

EXIST.

0+ 0

EXIST.

LOC# 20P140066

(UIP)

( UI

(UIP)

DB 23348 PG 2703

(TBR&R)

P L

12" CMP

12 WILLIAMSBURG ESTATES DRIVE

KUMAR DRUPADI REVOCABLE TRUST

P L

MSD #20P4-028D

EXIST.

12" CMP

N/F

FEDERAL PROJECT NO.

EXIST. BOLLARD

EXIST. 12" FES

(PB 76 PG 9)

AR-1746

LEGEND

DESCRI PTI ON

(UIP)

EXIST. TRAIL ESM'T (DB 19030 PG 675)

APP.

(TBA)

EXIST. 20' ESM'T

COUNTY PROJECT NO.

TRAIL(UIP)

0+ 37 .7

EXIST. 8'

GAS VALVE

EXIST.

LOOPS

ST A

DETECTION

ST A

EXIST. 5' SIDEWALK ESM'T (PB 192 PG 90)

EXIST. R/W

EXIST.

(PB 76 PG 9)

EXIST. 5' ESM'T

PULL BOX

(TBR)

S I G N

LIMITS

SAW CUT EXIST.

S I G N

EXIST. SIDEWALK

(UIP) EXIST. 10' ESM'T

333.32'

574.95'

(OPEN TO SW)

N/F

(PB 192 PG 90)

(UIP)

EXIST. 10' ESM'T (PB 192 PG 90)

13443 CLAYTON ROAD D I

DB 8735 PG 1079

A.I. #1465 3.4' Dia. Conc. Top=633.92' FL (NW)=629.29' (OUT)

LOC# 20P230376

STRUCTURE PAID FOR AS "AREA INLET, SINGLE, OPEN 1 SIDE, UNTRAPPED"

(DB 8867 PG 1924)

ELECTRIC ESM'T

COMMITMENT# 19-250738-KEE NO TAKINGS

SCALE

O TE

FMI SSO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

CONSTRUCTION NOTES

EXIST. 10' SEWER ESM'T

A.I. #1462 MSD #20P1-051D 3.0' Dia. Brick w/4.0'N/Sx4.5'E/W Conc. Top Top=625.67' FL (SW)=620.22' (IN) FL (NW)=619.99' (OUT)

EXIST. 10'

(DB 8868 PG 1374)

CITY OF TOWN AND COUNTRY

Q = 1.44 CFS

(UIP)

EXIST. 10' ESM'T

TOP EL. = 625.22

EXIST. R/W

INSTALL 10'X18" RCP STA. 107+54.54, 18.01' LT

8" PV C

604.15'

SLAB TOP AND SINGLE AREA INLET

PRO

PRC

11+99.89

(TBR)

)

PROP. DOUBLE INLET BASE W/ FLAT

(TBR)

RC P

5+95.74

18" PUBLIC RCP)

D I

12 "

PRC

18 "

9+29.07

(U RCP IP )

(UIP) EXIST. 4' SIDEWALK

EXIST. 4' SIDEWALK

(U IP

CURVE MASONRD_7

(TBR W/ 8' OF EXIST.

RI U

Storm MH #1466 MSD #20P4-030D (PB 192 PG 90) 3.0' Dia. Brick Top=633.07' A.I. #1463 FL (SE)=628.67' (IN) MSD #20P1-050D FL (N)=628.59' (OUT) 3.0' Dia. Brick (UIP) w/4.0'N/Sx4.5'E/W Conc. Top Top=629.08' FL (SW)=623.93' (IN) FL (SE)=624.48' (IN) FL (NE)=623.68' (OUT)

A.I. #1461 MSD #20P1-052D 3.0' Dia. Brick w/4.0'N/Sx4.5'E/W Conc. Top Top=625.95' FL (SE)=618.31' (IN) FL (NW)=618.15' (OUT)

18" RCP

(U I

574.95'

MASONRD_7

STA

(UIP)

CURVE

(UIP)

133.14'

2" CONDUIT

D I

18" RCP

+00 0108 0 + 8 0 1

107+00

PROPOSED

18" RCP

SIDEWALK AT JOINT

(UIP)

D I

(UIP)

EER

CONDUIT SPLICES

CONSTRUCTION

(UIP)

EXIST. LIGHT POLE

(UIP)

105 +95 .74

PULLBOX WITH 2

261.66'

106 +00

PROPOSED

EXIST. 4' SIDEWALK

D I

EXIST.

+05

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

(UIP)

645

640

635

DATE:

6/13/2023

Ê PROPOSED MULTI-USE TRAIL PROFILE

625

620

615

M ULTI USE TRAI L

630

RESURFACI NG AND

630

M ASON ROAD

GRADE (MATCHES EXISTING GRADE)

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED 610

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN.

610

DRAWN:

202

203

204

624.21

625.08

625.91

626.72

627.35

627.97

628.45

628.80

629.14

629.37

629.60

629.82

630.03

630.24

630.51

630.91

631.30

632.00

632.70

605

633.40

T. RENFRO

205

CHECKED:

M. GRAVIETT 605

SHEET SEQUENCE:

10 OF 95

CERTI FI CATE OF AUTHORI TY:000133

HE E T SEE S

105+00

S I G N

5+95.74

0 205+0

DI SCI PLI NE:

S I G N

3+34.08

PRC

(TBR)

204+00

CURVE MASONRD_6

TRUNCATED DOMES

SIDEWALK

RCP

EXIST. 4'

8" PVC

Ê MASON ROAD

6" PAVED DRIVEWAY APPROACH

S A N

18"

4+67.22

) IP (U PVC

EXIST. R/W

I N

S A N

(UIP)

00 0 104+ 104+0

4" MILL & OVERLAY

(PB 192 PG 90)

(UIP)

CURVE MASONRD_6

FACILITIES

PC1

EXIST. 15' ESM'T

PROFESSI ONAL ENGI NEERI NG

203 +00

19P & 20P

EXCAVATING NEAR GAS

Ê PROPOSED MULTI-USE TRAIL

PRC

0 201+0

2" MILL & OVERLAY

PU BLIC W O RK S

FENCE

(UIP)

MSD BASE MAP:

EXTREME CAUTION WHILE

TRA N SPO RTA TIO N

202+00

P L

NO TAKINGS

PLAN & PROFI LE SHEET 2 OF 9

WOOD

21MSD-00436

CONTRACTOR TO USE

LOC# 20P510133

STA

EXIST.

MSD: FULL DEPTH PAVEMENT

DESCRI PTI ON

(PB 192 PG 90)

PIPE COLLAR

DB 10876 PG 1807

ST A

(PB 192 PG 90)

6905A-20

REVI SI ONS

EXIST. 10' ESM'T

NO TAKINGS

13074 STARBUCK ROAD

E-W GATEWAY TIP NO.

FULL DEPTH RECLAMATION

PROP. TYPE "A" CONCRETE

EXIST. 10' ESM'T

THOMAS A. & CLAIRE H. APPLEWHITE

NO TAKINGS

APP.

LOC# 20P420117 COMMITMENT# 19-250726-KEE

STP-5574(606)

CONSTRUCTION LIMITS

FEDERAL PROJECT NO.

LOC# 20P510124

(UIP)

N/F

PROPOSED 8' MULTI-USE TRAIL

REV.DATE

DB 8258 PG 222

DB 20976 PG 1123

(UIP)

SWALE

AR-1746

LEGEND

1033 SOUTH MASON ROAD

HEET SEE S

P L

13087 STARBUCK ROAD

COUNTY PROJECT NO.

TERRY A. KRAUSE

18" RCP

PROPOSED

MICHAEL F. & BARBARA A. FOX

N/F

203 +14 .85

N/F

Sanitary MH #1460 MSD #20P1-038S 4' Dia. Conc. Top=626.22' FL (SW)=614.68' (IN) FL (NE)=614.62' (OUT)

(UIP)

Sanitary MH #1615 MSD #20P1-039S 4' Dia. Conc. Top=628.69' FL (SE)=615.93' (IN) FL (NE)=615.81' (OUT)

EXIST. ESM'T (PB 192 PG 90) N/F 1033 SOUTH MASON ROAD

DB 20976 PG 1123 Sanitary MH #1427 MSD #20P1-037S 4' Dia. Conc. Top=614.54' FL (SW)=602.55' (IN) FL (N)=602.46' (OUT)

SWALE

0 +0 2 11

(UIP) GN SI

PULL BOX

EXIST. DRIVEWAY

+00 111

GN SI

CURVE MASONRD_7

(UIP)

(TBR&R)

110+00 PROPOSED 2" CONDUIT P) (UI P RC 12"

EXIST. 4' SIDEWALK

(TBR)

EXIST.

CONSTRUCTION

Concrete Box Culvert

LIMITS

MSD #20P1-049D

9+29.07

N/F

PRC

5+95.74

CITY OF TOWN AND COUNTRY

11+99.89

13443 CLAYTON ROAD

P) (UI

DB 8735 PG 1079

RCP 18"

(4.0'x2.5')

COMMITMENT# 19-250738-KEE 8"

C PV

P L

P) (UI

574.95'

DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053 NO TAKINGS

4.0' Dia. Brick (Built Over Culvert)

(UIP)

PROP. DOUBLE INLET BASE W/ FLAT

O TE

MATTHEW LEE GRAVIETT

SLAB TOP AND SINGLE AREA INLET INSTALL 7'X24" RCP PC2

SCALE

STA. 111+15.55, 20.84' LT

EXIST. 10' UTILITY

TOP EL. = 612.45

ESM'T (DB 8587 PG 2337)

Q = 0.89 CFS

NUMBER PE-2018005006

E SS G I O NALEN

(OPEN TO S & E)

EXIST. 30' TELEPHONE ESM'T

FMI SSO

STRUCTURE PAID FOR AS "AREA INLET, SINGLE, OPEN 2 SIDES, UNTRAPPED"

MSD #20P1-047D

Top=612.78'

FL=598.37'

(UIP)

(ATG)

A.I. #1457 3.5' Dia. Conc. w/4.0'N/Sx4.5'E/W Conc. Top Top=620.33' FL (S)=612.68' (IN) FL (N)=611.10' (OUT)

CONSTRUCTION NOTES

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

PROP. TYPE "A" CONCRETE

(DB 8587 PG 2337)

PIPE COLLAR

(UIP)

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

635

630

625

620

DATE:

6/13/2023

Ê PROPOSED MULTI-USE TRAIL PROFILE

610

605

PLAN & PROFI LE SHEET 3 OF 9

610

M ULTI USE TRAI L

615

RESURFACI NG AND

615

M ASON ROAD

GRADE (MATCHES EXISTING GRADE)

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED 600

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN.

600

DRAWN:

206

207

208

611.85

612.17

612.48

612.71

612.96

613.42

613.98

614.54

615.10

615.66

616.35

617.08

618.00

618.93

619.81

620.69

621.53

595

622.38

T. RENFRO 623.29

DB 2079 PG 382 DB 2097 PG 230

PRO

NO TAKINGS

A.I. #1606 MSD #20P1-048D 3.0' Dia. Brick w/3.5'N/Sx4.0'E/W Conc. Top Top=615.04' FL (S)=608.60' (IN) FL (N)=607.89' (OUT)

LOC# 20P230376

13202 CLAYTON ROAD

ST A

333.32'

THE PRINCIPIA CORPORATION

RI U

N/F

Storm Sewer MH #1164

CURVE MASONRD_7

604.15'

(UIP)

(DB 8868 PG 1374)

NO TAKINGS

R/W

HYDRANT

EXIST. 10' ELECTRIC ESM'T

EXIST.

Ê MASON ROAD

LOC# 20P510106 COMMITMENT# 19-250727-KEE

A ST

109 +00

DB 23552 PG 1104

CHECKED:

M. GRAVIETT 595

SHEET SEQUENCE:

11 OF 95

CERTI FI CATE OF AUTHORI TY:000133

EXIST.(ATG)

13004 STARBUCK ROAD

EER

(UIP)

N/F JENSEN RICHARD C. INDENTURE TRUST

I N

G SI

(UIP)

DI SCI PLI NE:

207+00

10 8+ 00

+00 208

PROFESSI ONAL ENGI NEERI NG

PROPOSED

(UIP)

TRA N SPO RTA TIO N

(TBR)

REVI SI ONS

SIDEWALK

TREE

EXIST. 4'

REV.DATE

EX. -2.2 4% PR. -4.6 5%

(UIP)

EXIST.

SE E

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

206 +00

19P & 20P

10 8+ 00

FENCE

MSD BASE MAP:

EXIST. R/W

" 24 P RC

SH EE T

TRUNCATED DOMES

EXIST. WOOD

(PB 192 PG 90)

) IP (U

6" PAVED DRIVEWAY APPROACH

N SA

Ê PROPOSED MULTI-USE TRAIL

R.E. 6" CONCRETE STA. 206+ 59.44 12.5' WI DE

4" MILL & OVERLAY

(UIP)

21MSD-00436

EXIST. ESM'T

C PV

(UIP )

CONSTRUCTION LIMITS

(UIP)

) IP P

8" PVC

24" RCP

" 18

2" MILL & OVERLAY

MSD:

P L

20 5+ 00

6905A-20

PU BLIC W O RK S

FULL DEPTH PAVEMENT

PUBLIC CONCRETE BOX CULVERT)

E-W GATEWAY TIP NO.

DESCRI PTI ON

NO TAKINGS

(UIP)

STP-5574(606)

APP.

LOC# 20P510124

FEDERAL PROJECT NO.

FACILITIES

(TBR W/ 5' OF EXIST. 4.0'x2.5'

AR-1746

FULL DEPTH RECLAMATION

COUNTY PROJECT NO.

EXCAVATING NEAR GAS

9 T .8 EE 9 H 9 S 1+ E 1 E 1 S

N SA

TERRY A. KRAUSE

EXTREME CAUTION WHILE

CONTRACTOR TO USE PROPOSED 8' MULTI-USE TRAIL

G SI

LEGEND

A.I. #1165 MSD #20P1-045D 3.0' Dia. Brick w/4.0'x4.0' Conc. Top Top=612.90' FL (W)=602.25' (IN) FL (E)=601.94' (OUT)

A.I. #1423 MSD #20P1-044D 3.0' Dia. Brick w/4.0'N/Sx4.5'E/W Conc. Top Top=612.52' FL (W)=603.35' (IN) FL (E)=603.27' (OUT)

EXIST. R/W

(UIP)

PROPOSED SWALE 212+00

211+00

(TBR) 6" PAVED DRIVEWAY APPROACH

8" PVC

(UIP)

+87.23

(TBR)

WATER VALVE

(TBR&RBO)

EXIST. WATER VALVE

10.8' LT

(TBR&RBO)

EXIST. POWER POLE

EXIST. 3'X2'

EXIST.

CONC. CULVERT

POWER POLE

(UIP)

PROP. DOUBLE INLET BASE W/ FLAT

EXIST. R/W

SLAB TOP AND SINGLE AREA INLET CONSTRUCTION NOTES

INSTALL 10'X12" RCP

(OPEN TO N & S)

REMOVE AND REPLACE ASPHALT CURB

DITCH LINEWORK IS APPROXIMATE. EXACT DITCH LOCATION AND LIMITS ARE DESCRIBED IN JSP

BY 10

PROP. DOUBLE INLET BASE W/ FLAT N/F Shot CL Headwall MSD #20P1-038D 8" Thick x 4.25' Wide Top=602.97' FL Culvert=598.97' Wingwalls Start 1.25' Below Headwall Extend 2.25' @ 1:1 Slope

13202 CLAYTON ROAD

A.I. #1163 MSD #20P1-040D 3.4' Dia. Brick w/4.0'x4.0' Conc. Top Top=610.80' FL (NW)=606.54' (OUT)

ENTRANCE SHALL BE CONSTRUCTED ONE-HALF AT A TIME TO ALLOW ACCESS TO SIDESTREET.

DITCH

THE PRINCIPIA CORPORATION

PIPE COLLAR

PROPOSED

PUBLIC CONCRETE BOX CULVERT)

(UIP)

PROP. TYPE "A" CONCRETE

DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053

(TBR)

A.I. #1513 MSD #20P1-035D 3.3' Dia. Brick Top=615.11' FL (N)=606.56' (IN) FL (S)=606.56' (OUT)

INSTALL 4.6'X24" RCP W/ STA. 114+14.34, 21.63' LT TOP EL. = 611.13 Q = 0.71 CFS

SCALE

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

(UIP)

ROAD STARBUCK

625

ROAD

625

STARBUCK

NUMBER PE-2018005006

Discipline: Professional Engineer

DATE:

6/13/2023

630

615

MATTHEW LEE GRAVIETT

Matthew Graviett PE-2018005006

(UIP)

(OPEN TO N & S)

FMI SSO

E SS G I O NALEN

630

620

O TE

SLAB TOP AND SINGLE AREA INLET

NO TAKINGS

620

Ê PROPOSED MULTI-USE TRAIL PROFILE GRADE (MATCHES EXISTING GRADE) 615

610

605

600

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED 595

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN.

595

DRAWN:

209

210

211

212

614.62

614.45

614.28

614.02

613.79

613.54

613.22

612.88

612.29

611.75

611.51

611.46

611.59

611.23

611.05

590

611.23

T. RENFRO 611.40

(UIP)

(TBR W/ 8' OF EXIST. 3.0'x2.0'

Q = 0.32 CFS

PC3

PRO

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM ENTRANCE RADIUS TO NEAREST STRUCTURE OR SWALE. INTENT IS DESCRIBED WITH FLOW ARROWS. NO ELEVATIONS WILL BE PROVIDED.

TOP EL. = 610.59

Sanitary MH #1161 MSD #20P1-032S 3.4' Dia. Conc. Top=614.67' FL (S)=599.96' (IN) FL (N)=599.43' (OUT)

A.I. #1515 MSD #20P1-037D 3.3' Dia. Brick Top=610.93' FL (W)=600.83' (IN) FL (E)=600.39' (OUT)

RI U

STRUCTURE PAID FOR AS "AREA INLET, SINGLE, OPEN 2 SIDES, UNTRAPPED"

611.59

Sanitary MH #1408 MSD #20P1-033S 3.4' Dia. Conc. Top=611.75' FL (S)=600.97' (IN) FL (W)=600.95' (IN) FL (N)=600.92' (OUT)

STA. 112+72.29, 17.80' LT

CONSTRUCTION LIMITS

DI SCI PLI NE:

EXIST. PAVEMENT

EXIST.

116+00

115+00

TRA N SPO RTA TIO N

Ê MASON ROAD

114+00

ST A

12.8' LT

10.6' LT

REV.DATE

+87.23

+70.10

SAWCUT

22.0' LT

(TBR)

M ASON ROAD

113+00

SIGN

12.6' LT

Co nc . Cu 3. lv 0' er x2 t .0 '

+70.10

EXIST. SIGN

+05.00

112+00

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

SEE SHEET 13

(ATG)

SIGN

SIGN SIGN

R = 32'

PT STA

SEE SHEET 11 111+99.89

BOX

(TBR)

EXIST. PULL

SIGN (TBR)

PAVEMENT

R = 32'

EXIST.

RCP

EXIST.

24"

" 2 1 P C R

REVI SI ONS

TRUNCATED DOMES

EER

FENCE

(UIP)

SIDEWALK

CHECKED:

M. GRAVIETT 590

SHEET SEQUENCE:

12 OF 95

CERTI FI CATE OF AUTHORI TY:000133

210+00

CONSTRUCTION LIMITS

4" MILL & OVERLAY

EXIST. 4'

(UIP)

WOOD

I N

8" PVC

18" RCP

EXIST.

PROPOSED 2" CONDUIT

PROFESSI ONAL ENGI NEERI NG

PT STA

MULTI-USE TRAIL

(

" P 12 UI

19P & 20P

NO TAKINGS

SAN

8" PVC

(UIP)

CURB RAMP

209+00

P RC )

MSD BASE MAP:

19-250729-KEE

(UIP)

Ê PROPOSED SAN

S-PERP-3

21MSD-00436

COMMITMENT#

21" RCP

(UIP) 24" RCP

PROP. TYPE B

MSD: FULL DEPTH PAVEMENT

2" MILL & OVERLAY

24" RCP

12" RCP

(UIP)

6905A-20

LOC# 20P510061

NO TAKINGS EXIST. 25' ESM'T (PB 192 PG 90)

S-PERP-3 CURB RAMP

E-W GATEWAY TIP NO. FULL DEPTH RECLAMATION

DB 10714 PG 2453

PROP. TYPE "A" CONCRETE COMMITMENT# 19-250728-KEE PIPE COLLAR PC4

STP-5574(606)

ROAD

P L

LOC# 20P510083

PROP. TYPE B

FEDERAL PROJECT NO.

13085 WHEATFIELD FARM

13003 STARBUCK ROAD

(UIP)

EXIST. LANDSCAPING

8" PVC

(PB 192 PG 90)

FOGARTY

PROPOSED 8' MULTI-USE TRAIL

PU BLIC W O RK S

+38.15 43.9' LT

REBECCA CHERNOCK DB 23198 PG 2646

(UIP)

48.7' LT

41.3' LT

JOHN J. & TERESA A.

PLAN & PROFI LE SHEET 4 OF 9

EXIST. ESM'T

+38.05

+19.34

CONSTANTINE RAPTIS &

(UIP)

EXIST. LANDSCAPING

(UIP)

NO TAKINGS

48.7' LT

N/F

(UIP)

AR-1746

LEGEND

N/F

M ULTI USE TRAI L

COMMITMENT# 19-250727-KEE

+20.16

COUNTY PROJECT NO.

RESURFACI NG AND

LOC# 20P510106

(UIP)

EXIST. 25' ESM'T (PB 192 PG 90)

DESCRI PTI ON

DB 23552 PG 1104

A.I. #1514 MSD #20P1-036D 3.3' Dia. Brick Top=612.43' FL (N)=604.18' (IN) FL (S)=604.13' (IN) FL (E)=603.88' (OUT)

APP.

13004 STARBUCK ROAD

ROAD

JENSEN RICHARD C. INDENTURE TRUST

STARBUCK

N/F

C.I. #1409 MSD #20P1-042D 3.4' Dia. Brick w/4.0'N/Sx4.5'E/W Conc. Top Top=612.25' FL (S)=605.23' (IN) FL (W)=605.35' (IN) FL (N)=605.15' (OUT)

18" RCP

209+05.20

(UIP)

C.I. #1410 MSD #20P1-041D 3.4' Dia. Brick w/4.0'N/Sx4.5'E/W Conc. Top Top=612.52' FL (SE)=605.74' (IN) FL (N)=605.54' (OUT)

51.9' LT +88.78

(UIP)

12" RCP

(UIP) 8" PVC

SWALE

S-PERP-3 CURB RAMP

(UIP)

213+00

6" P VC

(UIP) PROP. TYPE B S-PERP-3 CURB RAMP

(UIP) 1 ( 2" U

PROP. TYPE B

FENCE

PROPOSED

4" MILL & OVERLAY

(PB 192 PG 20)

215+00

EXIST.

8" PVC

WATER VALVE

(UIP)

6" PAVED DRIVEWAY APPROACH

(TBR&RBO)

216+00 TRUNCATED DOMES

R = 32'

+56.69

117+00

118+00 +75.00

+56.69

Ê MASON ROAD

POWER POLE

(UIP)

11.8' LT +41.06

SAWCUT

9.8' LT

EXIST.

SIGN

POWER POLE

PAVEMENT

(UIP)

(TBR)

(UIP)

120+00

+41.06

21.0' LT

10.0' LT

EXIST.

119+00

PROPOSED

EXIST. R/W

PROP. DOUBLE INLET BASE W/ FLAT

CONSTRUCTION LIMITS

DITCH 10

SLAB TOP AND SINGLE AREA INLET

STA. 118+51.34, 17.58' LT PC5

THE PRINCIPIA CORPORATION DB 2079 PG 382

DB 2097 PG 230 DB 2066 PG 553

PRO

SCALE

PROP. TYPE "A" CONCRETE PIPE COLLAR

NUMBER PE-2018005006

E SS G I O NALEN

LOC# 20P540053 7

A.I. #1154 MSD #20P1-031D 3.2' Dia. Brick w/4.0'x4.0' Conc. Top Top=617.31' FL (SW)=613.07' (OUT)

NO TAKINGS

DITCH LINEWORK IS APPROXIMATE. EXACT DITCH LOCATION AND LIMITS ARE DESCRIBED IN JSP

Matthew Graviett PE-2018005006

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

Discipline: Professional Engineer

DATE:

6/13/2023

DI SCI PLI NE:

630

TRA N SPO RTA TIO N

625

Ê PROPOSED MULTI-USE TRAIL PROFILE GRADE (MATCHES EXISTING GRADE)

615

610

605

600

RESURFACI NG AND

620

M ASON ROAD

FARM ROAD WHEATFIELD

620

FARM ROAD

625

WHEATFIELD

(TBR)

630

FMI SSO

MATTHEW LEE GRAVIETT

(OPEN TO N & S)

DB 2080 PG 350

REMOVE AND REPLACE ASPHALT CURB

O TE

RI U

TOP EL. = 617.34 Q = 0.57 CFS

13202 CLAYTON ROAD IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM ENTRANCE RADIUS TO NEAREST STRUCTURE OR SWALE. INTENT IS DESCRIBED WITH FLOW ARROWS. NO ELEVATIONS WILL BE PROVIDED.

DITCH 10

INSTALL 10'X12" RCP

N/F STRUCTURE PAID FOR AS "AREA INLET, SINGLE, OPEN 2 SIDES, UNTRAPPED"

PROPOSED

ST A

CONSTRUCTION NOTES

12.0' LT

(TBR)

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

REV.DATE

SIGN

EXIST. PAVEMENT

SIGN

SEE SHEET 12

R = 32'

SEE SHEET 14

EXIST. SIGN

(TBR)

116+00

1 2 " R C P

SIGN

PULL BOX

(ATG)

EXIST.

19P & 20P

EXIST. 10' ESM'T

Ê PROPOSED MULTI-USE TRAIL

I R P CP )

214+00

CONSTRUCTION LIMITS

EXIST. LANDSCAPING

EER

WOOD

MSD BASE MAP: 2" MILL & OVERLAY

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED 595

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN.

595

DRAWN:

213

214

215

216

618.96

619.05

619.12

619.10

618.82

618.42

618.01

617.51

617.11

616.73

616.71

616.59

616.38

616.19

615.87

615.54

615.22

590

614.88

T. RENFRO CHECKED:

M. GRAVIETT 590

SHEET SEQUENCE:

13 OF 95

CERTI FI CATE OF AUTHORI TY:000133

18" RCP

SAN

R/W

(PB 192 PG 90)

44.4' LT

I N

EXIST.

SWALE

+09.15

(UIP)

EXIST. 25' ESM'T

EXIST.

43.3' LT

(UIP)

21MSD-00436

FULL DEPTH PAVEMENT

PROFESSI ONAL ENGI NEERI NG

LANDSCAPING

MSD:

PROPOSED

NO TAKINGS

51.9' LT HYD

(UIP)

6905A-20

2" CONDUIT

LOC# 20P510041

(UIP) +09.28

+88.94

EXIST.

DB 23536 PG 246

FULL DEPTH RECLAMATION

PU BLIC W O RK S

NO TAKINGS

(UIP)

E-W GATEWAY TIP NO.

PROPOSED

13084 WHEATFIELD FARM ROAD

EXIST. HYDRANT

STP-5574(606)

(TBR)

SEAN B. BAILEY

(UIP)

PROPOSED 8' MULTI-USE TRAIL

EXIST. 4' SIDEWALK

PLAN & PROFI LE SHEET 5 OF 9

LIGHT POLE

Sanitary MH #1158 MSD #20P1-070S

COMMITMENT# 19-250729-KEE

FEDERAL PROJECT NO.

N/F

M ULTI USE TRAI L

EXIST.

LOC# 20P510061

AR-1746

LEGEND

DESCRI PTI ON

(UIP)

REVI SI ONS

DB 10714 PG 2453

COUNTY PROJECT NO.

APP.

13085 WHEATFIELD FARM ROAD

C.I. #1155 MSD #20P1-032D 3.0' Dia. Brick w/4.0'x4.0' Conc. Top Top=617.74' FL (NE)=611.19' (IN) FL (N)=616.02' (IN) FL (S)=611.24' (OUT)

FARM ROAD

JOHN J. & TERESA A. FOGARTY

WHEATFIELD

N/F

(UIP)

12" RCP

C.I. #1156 MSD #20P1-033D 3.0' Dia. Brick w/4.0'x4.0' Conc. Top Top=617.69' FL (W)=609.96' (IN) FL (N)=609.94' (IN) FL (S)=609.74' (OUT)

COUNTY PROJECT NO.

CONTRACTOR TO USE

EXTREME CAUTION WHILE EXCAVATING NEAR GAS

(UIP)

(PB 192 PG 90) CONSTRUCTION LIMITS EXIST. 4'

PROPOSED

4" MILL & OVERLAY

SIDEWALK

PROPOSED

2" CONDUIT

(TBR)

6" PAVED DRIVEWAY APPROACH

8" PVC

219+00

218+00

19P & 20P

MULTI-USE TRAIL

SWALE

217+00

MSD BASE MAP: 2" MILL & OVERLAY

(UIP)

220+00 HYD

(UIP) EXIST.

Ê MASON ROAD

121+00

PAVEMENT

122+00

123+00

124+00

(TBR)

SAWCUT

(UIP)

PROP. DOUBLE INLET BASE W/ FLAT

PROPOSED

SLAB TOP AND SINGLE AREA INLET 10

INSTALL 10'X12" RCP W/ TYPE "A" CONCRETE PIPE COLLAR

N/F

STA. 123+84.96, 16.23' LT

THE PRINCIPIA CORPORATION

TOP EL. = 605.08 Q = 4.94 CFS

DB 2079 PG 382

PC6

O TE

MATTHEW LEE GRAVIETT

(OPEN TO N & S)

DB 2097 PG 230 DB 2066 PG 553

CONSTRUCTION NOTES STRUCTURE PAID FOR AS "AREA INLET, SINGLE, OPEN 2 SIDES, UNTRAPPED"

PIPE COLLAR

NO TAKINGS

NUMBER PE-2018005006

E SS G I O NALEN

PROP. TYPE "A" CONCRETE

LOC# 20P540053 4

PRO

SCALE

DB 2080 PG 350

FMI SSO RI U

13202 CLAYTON ROAD

ST A

EXIST. R/W

EER

POLE

CONSTRUCTION LIMITS

(UIP)

DITCH

11.1' LT

EXIST. POWER

EXIST. POWER POLE

+92.37

I N

120+00

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

(TBR&RBO)

REV.DATE

(TBR&R)

13.1' LT

SEE SHEET 15

EXIST. HYDRANT

SIGN

SEE SHEET 13

EXIST. DRIVEWAY

(ATG)

" 2 P 1 C R

HYD

PULL BOX

+92.37

REVI SI ONS

TRUNCATED DOMES

EXIST.

DESCRI PTI ON

EXIST. R/W

(UIP)

21MSD-00436

APP.

FENCE

-6.70%

MSD #20P1-031S

-4.18%

MANHOLE

MSD: FULL DEPTH PAVEMENT

(TBR)

EXIST. 10' ESM'T

PR.

EXIST. 10' ESM'T (PB 192 PG 90)

WIDE

EXIST. WOOD

EXIST. 10' ESM'T (PB 192 PG 90)

FL (NW)=600.62' (OUT)

COMMITMENT# 19-250732-KEE

Ê PROPOSED

EX.

EXIST. SANITARY

6905A-20

Top=604.78'

NO TAKINGS

19'

CONCRETE

NO TAKINGS

(UIP)

218+76.63

LOC# 20P510041

BOX

EXIST. MAIL

LOC# 20P530209

STA.

DB 17940 PG 156

DB 23536 PG 246

P L

R.E.

13084 WHEATFIELD FARM ROAD

FULL DEPTH RECLAMATION

LOC# 20P530180

923 SOUTH MASON ROAD

E-W GATEWAY TIP NO.

w/4.0'x4.0' Conc. Top

DB 22556 PG 2655

LYNN A. DAVID

SEAN B. BAILEY

STP-5574(606)

3.2' Dia. Brick

13006 WHEATFIELD FARM ROAD

N/F

P L

N/F

FEDERAL PROJECT NO. PROPOSED 8' MULTI-USE TRAIL

MSD #20P1-006D

CHRISTOPHER BARRIOS & SVETHA CHUNDURI

A.I. #1192

N/F

FACILITIES

AR-1746

LEGEND

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

Ê PROPOSED MULTI-USE 620

620

TRAIL PROFILE GRADE

TRAIL EXISTING GRADE

605

600

595

590

M ULTI USE TRAI L

605

RESURFACI NG AND

610

M ASON ROAD

610

PLAN & PROFI LE SHEET 6 OF 9

Ê PROPOSED MULTI-USE

PU BLIC W O RK S

615

TRA N SPO RTA TIO N

615

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN. 585

585

DRAWN:

217

218

219

220

604.62

605.97

607.28

608.53

609.54

610.54

611.52

612.49

613.32

614.11

614.91

615.54 615.71

616.20 616.39

616.72 616.93

617.23 617.35

617.67

618.04

618.43

618.69

580

618.83

T. RENFRO CHECKED:

M. GRAVIETT 580

SHEET SEQUENCE:

14 OF 95

CERTI FI CATE OF AUTHORI TY:000133

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

DI SCI PLI NE:

DITCH LINEWORK IS APPROXIMATE. EXACT DITCH LOCATION AND LIMITS ARE DESCRIBED IN JSP

PROFESSI ONAL ENGI NEERI NG

C.I. #1204

43.9' LT

COMMITMENT# 19-250733-KEE

FL (S)=595.52' (IN)

(UIP)

(UIP) (UIP)

S-PERP-3 CURB RAMP

8" PVC

(UIP)

222+00

21MSD-00436 MSD BASE MAP:

MULTI-USE TRAIL

223+00

PROP. PRECAST CONCRETE

EXIST. ESM'T

MANHOLE (60")

(PB 192 PG 90)

19P & 20P

2" MILL & OVERLAY

4" MILL & OVERLAY

STA. 126+78.49, 23.95' LT TOP EL. = 592.52

6" PAVED DRIVEWAY APPROACH

8" PVC

(UIP)

224+00 TRUNCATED DOMES

126+59.96

+77.00 13.3' LT

Ê MASON ROAD

+77.00 11.3' LT

CONSTRUCTION LIMITS

LIGHT POLE

EXIST. R/W

(UIP)

A.I. #1230 MSD #20P1-008D 3.3' Dia Brick Over Conc. Culvert

P L

13 THE PRINCIPIA CORPORATION

STRUCTURE PAID FOR AS "AREA INLET, SINGLE, OPEN 2 SIDES, UNTRAPPED"

CURVE MASONRD_10 PI

26+69.96

DB 2079 PG 382

26+59.96

DB 2097 PG 230

REMOVE AND REPLACE ASPHALT CURB

Concrete Box Culvert

26+79.96

DB 2080 PG 350

(3.0'x5.0')

DB 2066 PG 553

Has a Conc.

LOC# 20P540053

20.00'

Upper Shelf

NO TAKINGS

10.00'

4,583.24'

FL (N)=582.26' (IN)

(UIP)

FL (S)=582.13' (IN) FL (E)=582.41' (IN)

N/F

FL (W)=581.76' (OUT)

THE PRINCIPIA CORPORATION

(TBR)

O TE

MATTHEW LEE GRAVIETT

13201 CLAYTON ROAD PROP. DOUBLE INLET BASE W/ FLAT SLAB TOP AND SINGLE AREA INLET

DB 2079 PG 382 DB 2080 PG 350

INSTALL 2.3'X12" RCP

DB 2066 PG 553

STA. 126+78.50, 17.65' LT

LOC# 20P540053

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

(OPEN TO N & S)

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

GRADE (MATCHES EXISTING GRADE)

600

595

590

M ASON ROAD

Ê PROPOSED MULTI-USE TRAIL PROFILE

PLAN & PROFI LE SHEET 7 OF 9

605

M ULTI USE TRAI L

605

610

RESURFACI NG AND

610

615

WHEATFIELD

615

FARM ROAD

620

FARM ROAD

620

NUMBER PE-2018005006

E SS G I O NALEN

NO TAKINGS

TOP EL. = 592.21 Q = 1.16 CFS

SCALE

DB 2097 PG 230

FMI SSO

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM ENTRANCE RADIUS TO NEAREST STRUCTURE OR SWALE. INTENT IS DESCRIBED WITH FLOW ARROWS. NO ELEVATIONS WILL BE PROVIDED.

Top=592.06'

PRO

13202 CLAYTON ROAD

w/4.0'x4.0' Conc. Top

RI U

CURVE MASONRD_10

N/F

(UIP)

REVI SI ONS

LIGHT POLE

Sanitary MH #1205 MSD #20P1-026S 4.0' Dia. Conc. Top=602.52' FL (S)=593.54' (IN) FL (W)=593.53' (IN) FL (N)=593.49' (OUT)

PC STA

(UIP)

EXIST.

126+79.96

R = 32'

128+00

127+00

DI SCI PLI NE:

126+00

STA

125+00

ST A

(TBR)

SAWCUT R = 32'

124+00

PAVEMENT

EXIST.

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

REV.DATE

EXIST.

CONSTRUCTION NOTES

(UIP) 21" RCP

SEE SHEET 16

SIGN

SEE SHEET 14

RCP

(TBR&RBO)

(ATG)

15"

(TBR)

AT&T VAULT

PULL BOX

8" PVC

PAVEMENT

EXIST.

(UIP)

EXIST.

MSD: FULL DEPTH PAVEMENT

Ê PROPOSED

EXIST.

(TBR)

FL (E)=584.00' (OUT)

EXIST. SIGN

6905A-20

PROPOSED 2" CONDUIT

(UIP)

SWALE

PROP. TYPE B (UIP ) S-PERP-3 CURB RAMP

E-W GATEWAY TIP NO. FULL DEPTH RECLAMATION

FL (W)=584.05' (IN)

(UIP)

PROP. TYPE B

FENCE

NO TAKINGS

Top=590.00'

24" RCP

24" R CP

WOOD

SAN

" IP 2 1 U 2 21+00 (

SAN

(UIP)

EXIST.

EXIST. R/W PROPOSED

EXIST. LANDSCAPING

P C R )

(TBR)

(PB 192 PG 90)

EXIST.

EXIST. 4' SIDEWALK

EXIST. ESM'T

EXIST. LIGHT POLE

(UIP)

NO TAKINGS CONSTRUCTION LIMITS

FL (NE)=595.37' (OUT)

24" RCP LANDSCAPING

LOC# 20P530162

Top=603.05'

(UIP)

+24.36

DB 22044 PG 3389

w/4.0'x4.0' Conc. Top

8" PVC

46.2' LT

3.3' Dia. Brick

STP-5574(606)

LOC# 20P530144

3.85'x3.85' Conc.

EER

+24.45

13005 WHEATFIELD FARM ROAD

PROPOSED 8' MULTI-USE TRAIL

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED 585

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN.

585

DRAWN:

221

222

223

224

594.13

593.77

593.47

593.18

592.91

592.65

592.63

592.94

593.39

593.97

594.54

595.40

596.31

597.30

598.37

599.48

600.67

601.66

603.48

580

604.62

T. RENFRO CHECKED:

M. GRAVIETT 580

SHEET SEQUENCE:

15 OF 95

CERTI FI CATE OF AUTHORI TY:000133

(UIP)

C.I. #1203

FEDERAL PROJECT NO.

DB 17504 PG 4489

MSD #20P1-009D

I N

FL (N)=596.11' (OUT)

EDWARD M POTTER JR.

223+49.72

12" RCP

FL (W)=596.32' (IN)

FARM ROAD

FL (SE)=596.59' (IN)

(UIP)

WHEATFIELD

Top=603.42'

O.F.S. #1286

Sanitary MH #1231 MSD #20P1-022S 4.0' Dia. Conc. Top=593.15' FL (S)=581.15' (IN) FL (N)=581.20' (IN) FL (E)=581.10' (OUT)

N/F

Between Inlets)

AR-1746

LEGEND

1300 FAIRFIELD OAKS ROAD

PROFESSI ONAL ENGI NEERI NG

(w/0.45'x0.85' Slot

COUNTY PROJECT NO.

JAMES G. WIEHL

(UIP)

STA

43.9' LT

w/2 4.0'x4.0' Conc. Tops

N/F

Flared End Section

DESCRI PTI ON

4.5'x2.65' Conc. Top

+44.87

MSD #20P1-005D

7.8'x3.3' Brick

24" RCP

P L

MSD #20P1-007D

APP.

46.2' LT

+44.76

D.C.I. #1201/1202

COUNTY PROJECT NO.

P L

1300 FAIRFIELD OAKS ROAD MSD #20P1-015D

NO TAKINGS

3.0' Dia. Brick

13001 FAIRFIELD OAKS ROAD

PROPOSED 2" CONDUIT

8" PVC

MSD: EXIST. 4'

15" RCP

Ê PROPOSED

MSD BASE MAP:

SIDEWALK

(TBR)

EXIST.

MULTI-USE TRAIL

19P & 20P

2" MILL & OVERLAY

WOOD

(TBR)

FENCE

CONSTRUCTION

(UIP)

4" MILL & OVERLAY

LIMITS

EXIST. 10' ESM'T (PB 192 PG 90)

PROPOSED

8" PVC

EXIST. HYDRANT

225+00

6" PAVED DRIVEWAY APPROACH

SWALE

(TBR&RBO)

226+00

227+00

228+00

HYD

TRUNCATED DOMES

130+00

132+00

131+00

Ê MASON ROAD

129+00

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

REV.DATE

128+00

15" RCP

SEE SHEET 17

(ATG)

(UIP)

HYD

PULL BOX

RCP

EXIST.

21" RCP

15"

SEE SHEET 15

(UIP)

REVI SI ONS

SAN

(UIP)

21MSD-00436

FULL DEPTH PAVEMENT

FL (W)=589.55' (IN) FL (S)=589.52' (OUT)

6905A-20

LOC# 20P530126 NO TAKINGS

FL (N)=589.53' (IN)

(UIP)

E-W GATEWAY TIP NO. FULL DEPTH RECLAMATION

DB 21604 PG 613

Top=597.01'

EXIST. R/W

STP-5574(606)

DESCRI PTI ON

LOC# 20P530144

w/4.0'x4.0' Conc. Top

EXIST. 10' ESM'T (PB 192 PG 90)

PROPOSED 8' MULTI-USE TRAIL

SHAMIM & HELAY AMINI

A.I. #1256

DB 17504 PG 4489

(UIP)

FEDERAL PROJECT NO.

N/F

APP.

JAMES G. WIEHL

Sanitary MH #1270 MSD #20P1-021S 4.0' Dia. Conc. Top=594.75' FL (W)=585.43' (IN) FL (S)=585.31' (OUT)

AR-1746

LEGEND

N/F

EXIST.

POWER POLE

CONSTRUCTION LIMITS

(UIP)

PROP. PRECAST CONCRETE

EXIST. R/W

MANHOLE (60") STA. 129+02.77, 23.78' LT H2

EER

E SS G I O NALEN

DB 2066 PG 553 LOC# 20P540053 NO TAKINGS

(OPEN TO N) 3

NUMBER PE-2018005006

Q = 1.80 CFS

DB 2080 PG 350

TOP EL. = 596.95

PRO

DB 2097 PG 230

STA. 129+02.78, 15.37' LT

FMI SSO

MATTHEW LEE GRAVIETT

DB 2079 PG 382

INSTALL 4.4'X15" RCP

CONSTRUCTION NOTES

SCALE

13201 CLAYTON ROAD

SLAB TOP AND SINGLE AREA INLET

O TE

RI U

THE PRINCIPIA CORPORATION

PROP. DOUBLE INLET BASE W/ FLAT

ST A

N/F

I N

TOP EL. = 597.36

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

STRUCTURE PAID FOR AS "AREA INLET, SINGLE, OPEN 1 SIDE, UNTRAPPED"

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

610

Ê PROPOSED MULTI-USE TRAIL PROFILE

595

590

PLAN & PROFI LE SHEET 8 OF 9

600

M ULTI USE TRAI L

600

RESURFACI NG AND

605

GRADE (MATCHES EXISTING GRADE

M ASON ROAD

605

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN. 585

585

DRAWN:

225

226

227

228

615.66

614.19

612.76

611.34

609.97

608.62

607.35

606.12

604.92

603.67

602.41

601.29

600.19

599.11

598.13

597.27

596.49

595.77

595.06

580

594.63

T. RENFRO CHECKED:

M. GRAVIETT 580

SHEET SEQUENCE:

16 OF 95

CERTI FI CATE OF AUTHORI TY:000133

615

DI SCI PLI NE:

615

PU BLIC W O RK S

620

TRA N SPO RTA TIO N

620

PROFESSI ONAL ENGI NEERI NG

6/13/2023

133+00

(UIP)

2" CONDUIT

Ê MASON ROAD

(UIP)

POLE (UIP)

8 12" CMP

(UIP)

TMH

4" MILL & OVERLAY

POLE & RISER

(UIP)

DRIVEWAY

EXIST. R/W

(UIP)

EXIST.

DRIVEWAY

(UIP)

TRUNCATED DOMES

44.27'

499.95'

END RESURFACING STA. 135+75.14

END PROJECT

11.6' LT

136+00

STA. 136+00.00

+14

+13 11.4' RT

EXIST. POWER POLE (UIP)

PRIMUSSE

CURVE MASONRD_13

FULL

+68 8.0' RT

9 DEPTH

+75 13.7' RT

PATCH

EXIST. SIGNAL POLE (UIP)

EXIST. R/W

137+00

EXIST. 10' TELEPHONE ESM'T (DB 7792 PG 2000)

ESM'T (DB 7646 PG 2328)

750 SOUTH MASON ROAD

NUMBER PE-2018005006

E SS G I O NALEN

EXIST. 20' TELEPHONE

FMI SSO

MATTHEW LEE GRAVIETT

SCALE N/F FIRST CHURCH OF CHRIST SCIENTIST

DB 2080 PG 350

O TE

RI U

P L

DB 2097 PG 230

DESCRI PTI ON

88.31'

(TBR&RBO)

(UIP)

DB 5255 PG 180 LOC# 19P210046

LOC# 20P540053

1,111 SF (0.03 AC) PRIMUSSE

EXIST. 10' TELEPHONE

NO TAKINGS

174,218 SF (3.99 AC) REMAINING

ESM'T (DB 7785 PG 1201)

TRANSITION PROFILE WITH VARIABLE DEPTH OVERLAY TO MEET PROFILE GRADE OF FDR PAVEMENT. TRANSITION SHOULD BE 50' LONG.

Matthew Graviett PE-2018005006

THE DATA ON THIS SHEET HAS BEEN SCALED. A CONVERSION FACTOR OF 1.00009158 CAN BE USED TO CONVERT THE SCALED INFORMATION TO GROUND DISTANCES.

Discipline: Professional Engineer

DATE:

4" TYPE 5 AGGREGATE BASE 10" TYPE "X" BITUMINOUS CONCRETE BASE

635

TACK COAT 2" OVERLAY

Ê PROPOSED MULTI-USE TRAIL PROFILE GRADE (MATCHES EXISTING GRADE) 625

625

FULL DEPTH PATCH

615

610

605

M ULTI USE TRAI L

620

RESURFACI NG AND

620

M ASON ROAD

DETAIL

PLAN & PROFI LE SHEET 9 OF 9

FULL DEPTH PATCH

PU BLIC W O RK S

630

TRA N SPO RTA TIO N

630

NOTE: USE EXISTING GROUND ELEVATIONS WHERE PROPOSED

DESIGNED:

T. RENFRO

STRIP GRADES ARE NOT SHOWN. 600

600

DRAWN:

229

230

632.07

630.38

628.78

627.26

625.77

624.28

622.76

621.36

619.98

618.58

595

617.13

T. RENFRO

231

CHECKED:

M. GRAVIETT 595

SHEET SEQUENCE:

17 OF 95

CERTI FI CATE OF AUTHORI TY:000133

6/13/2023

DI SCI PLI NE:

(UIP)

WATER VALVES

DB 2066 PG 553

ENTRANCE TO BE MILLED & OVERLAID TO MATCH MAINLINE PAVEMENT ELEVATION AT THE DIRECTION OF THE ENGINEER

(UIP)

PRO

RAMP

0 135+0

DB 2079 PG 382

STRUCTURE PAID FOR AS "AREA INLET, SINGLE, OPEN 1 SIDE, UNTRAPPED"

BOX

(UIP)

EXIST.

DRIVEWAY

13201 CLAYTON ROAD

POLE

EXIST.

Entrance

THE PRINCIPIA CORPORATION

SIGNAL

SIGN

CURVE MASONRD_14

Temp. Constr.

CONSTRUCTION NOTES

B,C S-COMB-1

(UIP)

Extends Under

N/F

EXIST.

+75

CURB

Plastic Pipe

MSD BASE MAP:

19P & 20P

EXIST.

SIGN

EXIST. POWER

(UIP)

EXIST. 6" PAVED DRIVEWAY APPROACH

+19

PATCH 9 T RISER

EXIST. POWER

CONSTRUCTION LIMITS

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

VALVES

+00

FULL DEPTH

136+05.15

11.5' LT

5.4' RT

EXIST. FIBER

PRIMUSSE

GAS

CURB RAMP

134+00

PROPOSED

2" MILL & OVERLAY

+44

21MSD-00436

EER

SIGN

135+16.84

POWER

+69

EXIST.

(TBR&RBO) (UIP) (TBR&RBO) PROP. TYPE

SIGN

EXIST.

132+00

WATER

VALVE

(ATG)

PRC

MSD:

I N

PULL BOX

135+61.11

6905A-20

PROFESSI ONAL ENGI NEERI NG

RCP

15"

15" RCP

134+39.68

FULL DEPTH PAVEMENT

EXIST.

FULL DEPTH RECLAMATION

(UIP)

EXIST.

PC STA

PROPOSED 8' MULTI-USE TRAIL

SEE SHEET 16

LEGEND

EXIST. SIGN

231+00

(UIP)

PB 277 PG 42

499.95'

MASONRIDGE ELEMENTARY SCHOOL

(UIP)

Q = 1.57 CFS

EXIST.

SIGN

230+00

MANHOLE (UIP)

CURVE MASONRD_14

NO TAKINGS

229+00

TOP EL. = 615.48

(OPEN TO N)

EXIST. TELEPHONE

(UIP)

TMH

STA. 132+02.71, 14.99' LT

EXIST. SIGN

SIGN

38.65'

ST A

EXIST.

INSTALL 5.1'X15" RCP

(PB 192 PG 90)

(UIP)

EXIST.

77.15'

HYDRANT

SLAB TOP AND SINGLE AREA INLET

(UIP)

POLE

GUY

SWALE

44.1' LT

EXIST.

PROP. DOUBLE INLET BASE W/ FLAT

EXIST. 10' ESM'T

+83.79

LIGHT

WOOD FENCE

PROPOSED

WIRE

(UIP)

REVI SI ONS

Ê PROPOSED MULTI-USE TRAIL

POT STA

EXIST. R/W

EXIST.

GUY

E-W GATEWAY TIP NO.

(DB 8238 PG 262)

APP.

TOP EL. = 615.88

STP-5574(606)

CONSTRUCTION LIMITS

POWER POLE &

HYD

STA. 132+02.71, 23.55' LT

FEDERAL PROJECT NO.

REV.DATE

NO TAKINGS

35+16.84

COMMITMENT# 19-250734-KEE

PRC

AR-1746

PC STA 136+90.37

(TBR)

MANHOLE (48")

34+39.68

PT STA 136+05.15

LOC# 19P210057

34+78.34

SIGN

P L

PROP. PRECAST CONCRETE

DB 17591 PF 2023

FL (S)=610.18' (OUT)

SIGN

810 MASONRIDGE ROAD

FL (N)=610.38' (IN)

NO TAKINGS

EXIST. 10' TELEPHONE ESM'T

EXIST.

.8 5+16 3 1 S TA

Top=616.38'

SIGN

LOC# 20P530126

(UIP)

A. HULYA & M. EMIN KIYANCLAR

ROAD

N/F

w/4.0'x4.0' Conc. Top

MASONRIDGE

3.0' Dia. Brick

DB 21604 PG 613

UTILITY ESM'T (PB 192 PG 90)

Top=635.84'

PRC

MSD #19P4-070D

SIGN

SHAMIM & HELAY AMINI 13001 FAIRFIELD OAKS ROAD

EXIST. 5' SIDEWALK, SEWER, &

4.55'N/Sx4.0'E/W

COUNTY PROJECT NO.

CURVE MASONRD_13

A.I. #1339

A.I. #1295

231+11.86

N/F

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

SCALE

STP-5574(606) E-W GATEWAY TIP NO.

200

400

600

800

6905A-20

1000 MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

333.32'

574.95'

REVI SI ONS

135+61.11

PRC

135+16.84

136+05.15

EER

ST A

88.31'

CURVE MASONRD_17

44.27'

138+17.18

499.95'

136+90.37

139+42.52

252.15'

126.81'

954.84'

140+89.68

139+49.95

142+27.45

277.50'

139.74'

954.84'

I N

DESIGNED:

T. RENFRO DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

18 OF 95

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

PROFESSI ONAL ENGI NEERI NG

2 .5 9+ 42

CURVE MASONRD_14

CURVE MASONRD_20

PU BLIC W O RK S

499.95'

TRA N SPO RTA TIO N

38.65'

4,583.24'

77.15'

5 9.9 4 + 39

REV.DATE

STA 223+49.72 PI 9. 96 6+ 5 12 10.00'

SHEET 1 OF 2

604.15'

20.00'

135+16.84

COORDI NATE POI NTS

134+39.68

PRC

M ULTI USE TRAI L

111+99.89

126+79.96

134+78.34

RESURFACI NG AND

105+95.74

M ASON ROAD

109+29.07

PRC

126+59.96

20 21

145

CURVE MASONRD_13

145+07.68

CURVE MASONRD_7

126+69.96

16 17 18 1415

POT STA

574.95'

6/13/2023

142+27.45

133.14'

CURVE MASONRD_10

Ê MASON ROAD

DATE:

PT STA

261.66'

10 12 11

NUMBER PE-2018005006

Discipline: Professional Engineer

STA PC

MATTHEW LEE GRAVIETT

Matthew Graviett PE-2018005006

140

105+95.74

FMI SSO

E SS G I O NALEN

135

PRC

130

103+34.08

31 9

104+67.22

TRAIL

CURVE MASONRD_6 PI

MULTI-USE

5 0 1

Ê PROPOSED

62.38'

PT STA 209+05.20

9 PT STA 111+99.8

20.00'

C PR

110

38.71'

A ST

O TE

PRC STA 105+95.74

102+56.11

2+56.11 PT STA 10 8 +34.0 3 0 1 C STA

102+17.41

PC STA 102+17.

100

102+37.41

5 .8 4 +1 3 20

PRO

2526 P 23 27 4

RI U

CURVE MASONRD_3

POT STA 100+00.00

Ê PROPOSED MULTI-USE TRAIL STA. 231+11.86 = Ê MASON ROAD STA. 134+30.03, 30.70' LT

A T S

ST A

2 7 . 7 3 + 0 0 2

540.95'

9 0.37 PC STA 136+

05.15 PT STA 136+

328.44'

35+16.84 PRC STA 1

590.35'

STA 231+11.86

POT

209+05.20

PC STA 134+39.68

203+14.85

230

206+43.29

PRC

225

2 210 0 5

POT STA 200+00.0 0 PO T ST A 20 0+ 20 .0 5

CURVE SW_6

608.94'

125

141.01'

120

115

277.13'

TA PT S

203+14.85

6 79.9 126+

PRC

220

200+37.72

215

201+78.73

APP.

CURVE SW_5

DESCRI PTI ON

Ê PROPOSED MULTI-USE TRAIL STA. 200+00.00 = Ê MASON ROAD STA. 102+96.36, 34.00' LT

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606)

GRID COORDINATE POINT LISTING

A CONVERSION FACTOR OF

E-W GATEWAY TIP NO.

1.00009158 CAN BE USED TO

MODIFIED STATE PLANE (GRID)

6905A-20

CONVERT GRID DISTANCES TO

100+00.00

1017100.00

825022.12

POT

MASON RD

102+17.41

1017317.34

825027.58

MASON RD

102+37.41

1017337.34

825028.09

MASON RD

102+56.11

1017353.31

825040.12

MASON RD

103+34.08

1017415.59

825087.03

MASON RD

104+67.22

1017521.93

825167.13

MASON RD

105+95.74

1017582.24

825285.82

PRC

MASON RD

109+29.07

1017733.24

825582.98

MASON RD

111+99.89

1018066.14

825599.61

MASON RD

126+59.95

1019526.17

825611.41

MASON RD

126+69.96

1019536.17

825611.49

MASON RD

126+79.96

1019546.17

825611.53

MASON RD

134+39.68

1020305.88

825614.36

MASON RD

134+78.34

1020344.54

825614.50

MASON RD

135+16.84

1020382.76

825608.71

PRC

MASON RD

135+61.11

1020426.53

825602.06

MASON RD

136+05.15

1020470.78

825603.22

MASON RD

136+90.37

1020555.97

825605.43

MASON RD

138+17.18

1020682.74

825608.74

MASON RD

139+42.52

1020804.25

825645.01

MASON RD

139+49.95

1020811.37

825647.14

MASON RD

140+89.68

1020945.27

825687.11

MASON RD

142+27.45

1021085.01

825687.04

MASON RD

145+07.68

1021365.23

825686.89

POT

TRAIL

200+00.00

1017405.91

825037.18

POT

TRAIL

200+20.05

1017421.93

825049.24

POT

TRAIL

200+37.72

1017436.04

825059.87

TRAIL

201+78.73

1017548.67

825144.71

TRAIL

203+14.85

1017612.55

825270.42

PRC

TRAIL

206+43.29

1017761.33

825563.23

TRAIL

209+05.20

1018089.75

825566.30

TRAIL

223+49.72

1019534.21

825579.82

TRAIL

231+11.86

1020296.34

825583.62

POT

19P & 20P

O TE

FMI SSO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

MSD BASE MAP:

EER

MASON RD

I N

21MSD-00436

DESCRI PTI ON

DESCRIPTION

ST A

(FEET)

REVI SI ONS

(FEET)

APP.

STATION

RI U

LOCATION

PRO

POINT NO

MSD:

GROUND DISTANCES.

REV.DATE

EASTING

NORTHING

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

EASTING

LOCATION

STATION

(FEET)

DESCRIPTION

MASON RD

100+00.00

1017193.15

825097.67

POT

MASON RD

102+17.43

1017410.51

825103.14

MASON RD

102+37.43

1017430.50

825103.64

MASON RD

102+56.14

1017446.48

825115.67

MASON RD

103+34.11

1017508.76

825162.59

MASON RD

104+67.26

1017615.12

825242.70

MASON RD

105+95.80

1017675.43

825361.40

PRC

MASON RD

109+29.15

1017826.44

825658.59

MASON RD

112+00.00

1018159.38

825675.21

MASON RD

126+60.21

1019619.53

825687.02

MASON RD

126+70.21

1019629.53

825687.10

MASON RD

126+80.21

1019639.53

825687.14

MASON RD

134+40.00

1020399.32

825689.97

MASON RD

134+78.66

1020437.98

825690.11

MASON RD

135+17.16

1020476.20

825684.31

PRC

MASON RD

135+61.44

1020519.97

825677.67

MASON RD

136+05.48

1020564.23

825678.82

MASON RD

136+90.71

1020649.43

825681.04

MASON RD

138+17.53

1020776.21

825684.34

MASON RD

139+42.88

1020897.74

825720.62

MASON RD

139+50.31

1020904.86

825722.75

MASON RD

140+90.06

1021038.77

825762.73

MASON RD

142+27.84

1021178.52

825762.65

MASON RD

145+08.09

1021458.77

825762.51

POT

TRAIL

1017499.08

825112.74

POT

TRAIL

1017515.10

825124.80

POT

TRAIL

1017529.22

825135.43

TRAIL

1017641.86

825220.28

TRAIL

1017705.74

825346.00

PRC

TRAIL

1017854.53

825638.83

T. RENFRO

TRAIL

1018182.99

825641.90

CHECKED:

TRAIL

1019627.58

825655.43

M. GRAVIETT

TRAIL

1020389.78

825659.23

POT

M ULTI USE TRAI L

RESURFACI NG AND

M ASON ROAD

TRA N SPO RTA TIO N

POINT NO

COORDI NATE POI NTS SHEET 2 OF 2

NORTHING

PU BLIC W O RK S

MODIFIED STATE PLANE (GROUND)

DESIGNED:

T. RENFRO DRAWN:

SHEET SEQUENCE:

19 OF 95

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

GROUND COORDINATE POINT LISTING

PROFESSI ONAL ENGI NEERI NG

6/13/2023

' 24 2. 24

EXIST. R/W

N/F

RA L=4 D= . 2 1 09 5 6. 31 '

EXIST. 20' ESM'T (PB 76 PG 9) F N OU 3 4 ND ° 4 5 CU ' 3 T 5 " W CR O 0 S .1 S 6 '

DB 8735 PG 1079

EXIST. 10' ESM'T (PB 192 PG 90)

N/F CITY OF TOWN AND COUNTRY 13443 CLAYTON ROAD

10.0 N26 0' ° 56 ' 10" 35. W 00'

105 + 95 .80 RAD =6 PRC

STA

RAD = 540 . 00' L= 245 . 76'

107+00

RAD = 61 0. 00' L= 584 . 48'

DESCRI PTI ON

EER

I N

PU BLIC W O RK S

RI GHT OF W AY DETAI L SHEET 1 OF 5

575.00'

+00 0108 108+0

M ULTI USE TRAI L

L= 1 43. 46' L= 1 43. 45' R

FOUND CUT CROSS 3' 1 W 0. 5" 1 °25' N01

133.15'

RAD = 540 . 00' L= 589 . 31 '

106 +00

SET I RON ROD W\ CAP

DESIGNED:

T. RENFRO DRAWN:

EXIST. R/W

T. RENFRO CHECKED:

DB 8735 PG 1079

EXIST. 10'

LOC# 20P230376

M. GRAVIETT

SCALE

ELECTRIC ESM'T

COMMITMENT# 19-250738-KEE MICHAEL LAY, PLS GBA FIRM #LSC000059 MISSOURI PLS 2013000044

EXIST. 15' ESM'T

HEET SEE S

NO TAKINGS

(PB 192 PG 90)

RAD =61 0. N26 ° 56 00' ' 10" 35. W 00'

261.69'

103+34.11

LOC# 20P510124 P L

EXIST. R/W

105+00

DB 20976 PG 1123

LOC# 20P510133

RAD = 61 0. 00' L= 277 . 61 '

105+95.80

SHEET SEQUENCE:

(DB 8868 PG 1374)

NO TAKINGS

20 OF 95

EXIST. 10' ESM'T

EXIST. 10' SEWER ESM'T

(PB 192 PG 90)

(DB 8867 PG 1924)

CERTI FI CATE OF AUTHORI TY:000133

1033 SOUTH MASON ROAD

TRA N SPO RTA TIO N

RAD =54 0. S26 ° 56 00' ' 10" E

FOU ND CUT N09 °23 CRO ' SS 27" W 0 . 06'

RAD =54 0. S26 ° 56 00' ' 10" E

In reference to the above items on this sheet of the plans, the undersigned professional land surveyor has made an office review and calculation to verify the bearings and distances and approximate areas of only the proposed Permenant Roadway Improvement, Maintenance, and Utility Sidewalk and Sewer Easement (PRIMUSSE). Parcels have by calculation been found to close better than 1 in 5000 and to coincide with the property lines and right of way lines provided by St. Louis County Department of Transportation.

L= 1 1 5. 99' L= 1 1 6. 00' R

PRC

6/13/2023

WHEATFIELD RD SUBDIVISION

DB 10876 PG 1807

FOUND I RON PI PE N1 8°31 ' 1 1 " W 0. 1 4'

Ê MASON ROAD

DATE:

TERRY A. KRAUSE

13074 STARBUCK ROAD

EXIST. 10' ESM'T

104+67.26

Discipline: Professional Engineer

N/F

149.19'

THOMAS A. & CLAIRE H. APPLEWHITE WHEATFIELD RD SUBDIVISION

PI PC

Matthew Graviett PE-2018005006

DI SCI PLI NE:

3 7

(PB 192 PG 90)

SURVEYOR'S CERTIFICATION: This is to certify that George Butler Associates, Inc. has, during the month of October, 2021, at the request of St. Louis County, shown the location of proposed easements, and prepared right of way plans, for part of Mason Road, St. Louis County Project Number AR-1746, situated in St. Louis 0 104+0 County, Missouri, and the results are shown + 04 00 1 hereon. The right of way, property lines and monuments shown on this sheet of the plans and used to establish the bounds of the above mentioned easements were provided to this surveyor by St. Louis County Department of Transportation and have not been verified by the undersigned professional land surveyor to be correct or to meet the current Missouri Standards for Property Boundary Surveys.The existing right of way survey upon which these right of way plans are based can be found on file with St. Louis County Department of Transportation as Survey Request #2020-05.

NO TAKINGS

P L

R ' 61 . 61 1 = 62'L . 61 1 = L

L O T

NO TAKINGS

(PB 192 PG 90)

COMMITMENT# 19-250738-KEE

EXIST. 5' SIDEWALK ESM'T (PG 192 PG 90)

COMMITMENT# 19-250726-KEE EXIST. 10' ESM'T

LOC# 20P230376

R/W

PROFESSI ONAL ENGI NEERI NG

EXIST. 10' ESM'T (PB 192 PG 90)

N/F

LOC# 20P420117

REVI SI ONS

W O

B E L E

EXIST.

NUMBER PE-2018005006

E SS G I O NALEN

13443 CLAYTON ROAD

13087 STARBUCK ROAD DB 8258 PG 222

APP. REV.DATE

RO SET D I RO W N \C AP

.0 0' 35

ST A

W \C RO D

ROA D

I RO N

CITY OF TOWN AND COUNTRY

FMI SSO

MATTHEW LEE GRAVIETT

RESURFACI NG AND

WHEATFIELD RD SUBDIVISION

SCALE

N/F

M ASON ROAD

N/F MICHAEL F. & BARBARA A. FOX

O TE

28"W N42°09'

RA D L= =5 4 2 0. 4 5 00 . 7 6' '

105

14 0 .4 9 '

C HO

7' 5 0" W

CLA Y

1° 2

(DB 7093 PG 1588)

1 0 4 + 0 0

EXIST. 5' ELECTRIC ESM'T

RAD = 20. N23 00' °20 ' 07" E

1 0 4 + 0 0

SET

177,607 SF (4.08 AC) REMAINING

EXIST. 10' ESM'T (PB 192 PG 90)

PRO

683 SF (0.02 AC) PRIMUSSE

TON

177,607 SF (4.08 AC) TOTAL AREA

RA D L= =61 27 0. 7. 00' 61 '

RI U

LOC# 20P230220

RD=S 68° 4 1' 09"E RAD =117 159. 26' L=15 4 .52' 9.38

DB 17434 PG 2457 COMMITMENT# 19-250739-KEE

DB 8258 PG 222

13402 CLAYTON ROAD P L

19P & 20P

N/F

MSD BASE MAP:

13087 STARBUCK ROAD

ON AP

8' ' 1 . 6 00 3 . L= 20 D= RA

S22 °49 '6" L = W 15. 00'

MASON WOODS VILLAGE LLC

WHEATFIELD RD SUBDIVISION

RA D= 1 09 6. 31 RA 'N D= 29 20 °3 N2 . 9° 1 00 ' 1 5" 1 ' 7' E 48 " E

+75.05 65.11 RT

+61.08 59.65 RT

ST A

N25 °12 '06 "E

SE T

P I P E

37 M O °1 EN NC RE 4' T 21 TE "E 0. 1 5'

N66 °8 ' 59 " L = W 42 . 88 '

PRIMUSSE

I R O N

BOVE SEE A

' 5.00 6"E

.00 0+00 0 1 STA POT

3 26' F O U N D

L = 48 . R = 85 ' 117 4. 5 2'

20.00 RT

EXIST. R/W

21MSD-00436

MICHAEL F. & BARBARA A. FOX

+93.80

.0 0'

° S89

+77.43 20.00 RT

10 3+ F 00 MOOUND NU S C

E 24" °26' N1 7' 16.3 L =

.3 2

56 .5 8

00 101+

62.39'

N3 6° 5 37 9' 1 . 72 8"E '

59 .7 2'

Ê MASON ROAD

2+ 56 .1 4

MSD:

N/F

NO TAKINGS

G 76 P

3 1 7. 4

D PB CATE DEDI

00 102+

2+ A 10 T S PC

W 24" °26' S01

37' 96. 1 38' 246.

20.00'

6905A-20

LOC# 20P420117

(DB 17290 PG 3606)

N FO 0 1° UN 2 D 6 ' R 2 I 4 O "E N P 0 I .0 PE 8 '

E-W GATEWAY TIP NO.

COMMITMENT# 19-250726-KEE

3' .7 ' 28 00 L= 20. D= RA

EXIST. 10' SIDEWALK ESM'T

38.71'

EXIST. R/W

(PB 76 PG 9)

102+56.14

3+ 34 S ET RO .1 D I R

EXIST. 12' ESM'T

NO TAKINGS

ST A

COMMITMENT# 19-250725-KEE

SE T NA SU I L R MA VE SE RK Y T NA S UR ER I L MA VE RK Y ER

.0 0'

LOC# 20P140066

AR-1746 STP-5574(606)

PI 102+37.43 PC 102+17.43

DB 23348 PG 2703

COUNTY PROJECT NO.

FEDERAL PROJECT NO.

36 LOT

12 WILLIAMSBURG ESTATES DRIVE

P L

(PB 76 PG 9)

WILLIAMSBURG ESTATES SUBDIVISION

CR N3 O C UT SS 6° 59 17 ' .0 18" E 0'

KUMAR DRUPADI REVOCABLE TRUST

EXIST. TRAIL ESM'T (DB 19030 PG 675)

N4 9° 5

EXIST. 5' ESM'T

THE DATA ON THE RIGHT OF WAY DETAIL SHEETS ARE IN GROUND DISTANCES.

EXIST. 5' SIDEWALK ESM'T (PB 192 PG 90)

5' 30 "W

72° 53 07"W ' 195.69'

N/F TERRY A. KRAUSE

WHEATFIELD RD SUBDIVISION 13004 STARBUCK ROAD

6905A-20 MSD:

LOC# 20P510106

P L

EXIST. ESM'T

COMMITMENT# 19-250727-KEE NO TAKINGS

MSD BASE MAP:

Ê MASON ROAD 00' 0. 61 = RAD 48' . 584 L=

EXIST. R/W

EXIST. 10' ELECTRIC ESM'T

"E 48 ' 27 9' 9 0° 7. 0 N 52 1 PE PI ' N 99 . O 2 R I E D " 9 N 5 U ' FO °24 4 N1

REVI SI ONS

' .00 "W 07 0' 1° 5

110+00

A ST

8 0'N 0.0 =61

+00 111

109 +00

RAD

EXIST. R/W

REV.DATE

0 +0 2 11

10 8+ 00

APP.

RAD= 540. 00' L= 589. 31 '

DESCRI PTI ON

19P & 20P

20 T

L= 289 . 60' R

21MSD-00436

(PB 192 PG 90)

R 25' 56. 1 L=

SE E

SH EE

10 8+ 00

E-W GATEWAY TIP NO.

DB 23552 PG 1104

110

NO TAKINGS

STP-5574(606)

JENSEN RICHARD C. INDENTURE TRUST

1033 SOUTH MASON ROAD DB 20976 PG 1123 LOC# 20P510124

AR-1746 FEDERAL PROJECT NO.

N/F

WHEATFIELD RD SUBDIVISION

(PB 192 PG 90)

COUNTY PROJECT NO.

0 L .0 BE 0 0 E 2+ SE 1 1

T LO

EXIST. ESM'T

THE DATA ON THE RIGHT OF WAY DETAIL SHEETS ARE IN GROUND DISTANCES.

(DB 8868 PG 1374)

P L

604.20'

333.35'

575.00'

ST A

13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 EXIST. 10' UTILITY

SCALE

DB 2080 PG 350 DB 2066 PG 553

ESM'T (DB 8587 PG 2337)

NUMBER PE-2018005006

E SS G I O NALEN

LOC# 20P540053 NO TAKINGS

EXIST. 30' TELEPHONE ESM'T

MATTHEW LEE GRAVIETT

EER

112+00.00

FMI SSO

I N

N/F THE PRINCIPIA CORPORATION

O TE

NO TAKINGS

PI 109+29.15 PRC 105+95.80

PRO

13443 CLAYTON ROAD DB 8735 PG 1079 LOC# 20P230376 COMMITMENT# 19-250738-KEE

RI U

N/F CITY OF TOWN AND COUNTRY

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

(DB 8587 PG 2337)

FOGARTY WHEATFIELD RD SUBDIVISION P L

EXIST. R/W

13085 WHEATFIELD FARM ROAD DB 10714 PG 2453 LOC# 20P510061 COMMITMENT# 19-250729-KEE NO TAKINGS

N35°47'12"W 0.30'

193.00'

Ê MASON ROAD

30.00'

N00°27'48"E

116+00

EXIST. R/W

M ULTI USE TRAI L

115+00

M ASON ROAD

114+00

RESURFACI NG AND

N00°32' 1 0" E 386. 00'

SEE SHEET 22

54.34'

113+00

FOUND CUT CROSS N39°41'00"W 0.30'

34.31'

64.25'

54.39'

SEE ABOVE 112+00.00

FOUND CUT CROSS

N00°32'10"E

34.42'

112+00

34.50'

PT STA

EXIST. 25' ESM'T (PB 192 PG 90) ' 2 0' 4 0 1. 0. 3 = =2 L D A

00' 540. RAD= L = 589. 31 '

FOUND IRON PIPE N32°32'56"W 0.28'

44.00'

' 0 0 . ' 0 2 42 = . 1 D A =3 R L

RAD=575.00' N87°08' 30"W

SET CUT CROSS

FOUND IRON ROD N22°53'12"W 0.27'

RI GHT OF W AY DETAI L SHEET 2 OF 5

N00°32'10"E

PU BLIC W O RK S

WHEATFIELD RD SUBDIVISION 13003 STARBUCK ROAD DB 23198 PG 2646 LOC# 20P510083 COMMITMENT# 19-250728-KEE NO TAKINGS

1527.99'

SET IRON ROD W\CAP

DESIGNED:

T. RENFRO

N/F

DRAWN:

T. RENFRO

THE PRINCIPIA CORPORATION 13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053 NO TAKINGS

CHECKED:

M. GRAVIETT

SCALE

SHEET SEQUENCE:

21 OF 95 0

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

N/F JOHN J. & TERESA A.

TRA N SPO RTA TIO N

(PB 192 PG 90)

N/F CONSTANTINE RAPTIS & REBECCA CHERNOCK

ROAD

STARBUCK

FOUND CONCRETE MONUMENT N33°17'53"W 0.27'

EXIST. ESM'T

4 190.00'

13004 STARBUCK ROAD DB 23552 PG 1104 LOC# 20P510106 COMMITMENT# 19-250727-KEE NO TAKINGS

N89°27' 50"W

190.00'

JENSEN RICHARD C. INDENTURE TRUST WHEATFIELD RD SUBDIVISION

N89°27' 50"W

N/F

115

LOT 40

EXIST. 25' ESM'T (PB 192 PG 90)

PROFESSI ONAL ENGI NEERI NG

6/13/2023

N/F SEAN B. BAILEY WHEATFIELD RD SUBDIVISION 13084 WHEATFIELD FARM ROAD

NO TAKINGS

AR-1746 STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436

DB 23536 PG 246 LOC# 20P510041

MSD BASE MAP:

19P & 20P

NO TAKINGS

N00°32'10"E 44.00'

EXIST. 10' ESM'T

178.00'

REVI SI ONS

120+00

REV.DATE

N00°27'48"E 1527.99' SET IRON ROD W\CAP

EXIST. R/W

13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230

FMI SSO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

DB 2066 PG 553 LOC# 20P540053 NO TAKINGS

PRO

SCALE

DB 2080 PG 350

O TE

RI U

ST A

N/F THE PRINCIPIA CORPORATION

EER

119+00

SEE BELOW

33.71'

118+00 30.00'

Ê MASON ROAD

53.74'

117+00

116+00

53.79'

33.82'

SEE SHEET 21

N00°32' 1 0" E 386. 00'

I N

193.00'

FOUND CUT CROSS N20°07'07"W 0.34'

DESCRI PTI ON

SET CUT CROSS

APP.

R/W

(PB 192 PG 20)

(PB 192 PG 90)

' 2 0' 4 0 1. 0. 3 = =2 L D A

L A =3 D 1 = .4 2 0 2' .0 0 '

EXIST. 25' ESM'T

EXIST.

COUNTY PROJECT NO.

FEDERAL PROJECT NO.

120

LOC# 20P510061 COMMITMENT# 19-250729-KEE

CONCRETE MONUMENT N49°14' 57"W 0.22'

DB 10714 PG 2453

FOUND

WHEATFIELD RD SUBDIVISION 13085 WHEATFIELD FARM ROAD

FARM ROAD

N/F JOHN J. & TERESA A. FOGARTY

WHEATFIELD

FOUND I RON PI PE N49°35' 46"W 0.23'

THE DATA ON THE RIGHT OF WAY DETAIL SHEETS ARE IN GROUND DISTANCES.

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

LOC# 20P510041

DB 22556 PG 2655 LOC# 20P530180 P L

COMMITMENT# 19-250732-KEE NO TAKINGS

NO TAKINGS FOUND CUT CROSS N40°29'03"W 0.36'

FOUND IRON PIPE N76°15'32"W 0.41'

EXIST. 10' ESM'T (PB 192 PG 90)

EXIST. 10' ESM'T

FOUND CUT CROSS S05°25'42"W 0.12'

(PB 192 PG 90)

EXIST. 10' ESM'T (PB 192 PG 90)

EXIST. R/W

195.00'

178.00'

N00°32' 1 0" E 551 . 00'

N00°32'10"E

122+00

123+00

124+00

N00°27'48"E 1527.99'

M ULTI USE TRAI L

121+00

RESURFACI NG AND

Ê MASON ROAD

M ASON ROAD

120+00

SEE SHEET 23

33.01'

SEE ABOVE

551.00'

PU BLIC W O RK S

P L

RI GHT OF W AY DETAI L SHEET 3 OF 5

13084 WHEATFIELD FARM ROAD DB 23536 PG 246

N/F LYNN A. DAVID WHEATFIELD RD SUBDIVISION 923 SOUTH MASON ROAD DB 17940 PG 156 LOC# 20P530209

TRA N SPO RTA TIO N

120

N/F SEAN B. BAILEY WHEATFIELD RD SUBDIVISION

N/F CHRISTOPHER BARRIOS & SVETHA CHUNDURI WHEATFIELD RD SUBDIVISION 13006 WHEATFIELD FARM ROAD

EXIST. R/W

DESIGNED:

T. RENFRO

N/F THE PRINCIPIA CORPORATION 13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053 NO TAKINGS

DRAWN:

T. RENFRO CHECKED:

SCALE

M. GRAVIETT SHEET SEQUENCE:

22 OF 95

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

PROFESSI ONAL ENGI NEERI NG

6/13/2023

21MSD-00436

NO TAKINGS 19P & 20P

EXIST. ESM'T (PB 192 PG 90)

' 21 E 762. 0" 1 7' N00°1

EXIST. R/W

126+80.21

13 20.00'

10.00'

4,583.66' P L

SCALE

O TE

FMI SSO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

LOC# 20P540053 NO TAKINGS

DB 2066 PG 553 LOC# 20P540053 NO TAKINGS

DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553

STA

DB 2080 PG 350

THE PRINCIPIA CORPORATION 13201 CLAYTON ROAD

PRO

13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230

N/F

RI U

N/F THE PRINCIPIA CORPORATION

ST A

PI 126+70.21 PC 126+60.21

SET IRON ROD W\CAP

07' 2. E 81 48" 2' N00°1

PC STA

N00°27'48"E 1527.99'

SET IRON ROD W\CAP

126+80.21

ROAD

128+00

127+00

30.01'

30.00'

Ê MASON

126+60.21

126+00

REV.DATE

32.66'

32.91'

52.93'

52.99'

125+00

SEE BELOW

191.40'

EER

N00°32' 1 0" E 1 91 . 40'

N00°32'10"E

REVI SI ONS

R 08' 235. 77' 234.

191.40' 193.03'R

DESCRI PTI ON

EXIST. R/W

MSD BASE MAP:

APP.

125

EXIST. ESM'T

' 2 0' 4 0 1. 0. 3 = =2 L D A

R L= A D 31 = .4 2 0 2 .0 ' 0 '

MSD:

LOC# 20P530144

NO TAKINGS

FOUND CUT CROSS S06°53'14"W 0.13'

6905A-20

DB 17504 PG 4489

COMMITMENT# 19-250733-KEE

(PB 192 PG 90)

E-W GATEWAY TIP NO.

WHEATFIELD RD SUBDIVISION 1300 FAIRFIELD OAKS ROAD

WHEATFIELD RD SUBDIVISION 13005 WHEATFIELD FARM ROAD DB 22044 PG 3389

44.00'

STP-5574(606)

JAMES G. WIEHL

EDWARD M POTTER JR.

I N

PE RON PI FOUND I 04"E 0.14' S04°15'

FARM ROAD

RON ROD W \CAP SET I

FEDERAL PROJECT NO.

N/F

LOC# 20P530162

124+00

AR-1746

N00°32'10"E

SEE SHEET 22

THE DATA ON THE RIGHT OF WAY DETAIL SHEETS ARE IN GROUND DISTANCES.

FOUND CUT CROSS 0.72' 35"W N89°03'

WHEATFIELD

COUNTY PROJECT NO.

P L

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

EXIST. R/W

EXIST. 10' ESM'T (PB 192 PG 90)

234.77' 235.08'R

300.00'R

131+00

30.00'

Ê MASON ROAD

132+00

N00°12'48"E 812.07' RON ROD W\CAP SET I

EXIST. R/W

M ULTI USE TRAI L

130+00

RESURFACI NG AND

129+00

M ASON ROAD

128+00

SEE SHEET 24

N00°1 7' 1 0" E 762. 21 '

FOUND CUT CROSS N70°02'20"W 0.72'

SEE ABOVE

13 N/F THE PRINCIPIA CORPORATION 13201 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053 NO TAKINGS

DESIGNED:

T. RENFRO

SCALE

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT SHEET SEQUENCE:

23 OF 95

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

LOC# 20P530126 NO TAKINGS

PU BLIC W O RK S

EXIST. 10' ESM'T (PB 192 PG 90)

96.47'95.50' R

LOC# 20P530144 NO TAKINGS

WHEATFIELD RD SUBDIVISION 13001 FAIRFIELD OAKS ROAD DB 21604 PG 613

RI GHT OF W AY DETAI L SHEET 4 OF 5

DB 17504 PG 4489

N/F SHAMIM & HELAY AMINI

TRA N SPO RTA TIO N

1300 FAIRFIELD OAKS ROAD

N89°40' 15"W

N/F JAMES G. WIEHL WHEATFIELD RD SUBDIVISION

130

P L

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746

T HEDA T AONT HER I GHTOFWA YDE T A I L S HE E T SA R EI NGR OUNDDI S T A NC E S .

FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

REVI SI ONS

EXIST. 5' SIDEWALK, SEWER, &

88.32'

MASONRIDGE ELEMENTARY SCHOOL PB 277 PG 42 NO TAKINGS

77.16'

44.28'

EXIST. 10' ESM'T

38.66'

500.00'

(PB 192 PG 90)

500.00'

N01 °29' 31 " E 1 71 . 05' STATE OF MISSOURI

SET IRON ROD W\CAP

ST A

227.43'R

S00°25'48"E L = 92.62'

N00°12'48"E 812.07' +80.71 21.73 RT +79.73 31.68 RT

+74.38 31.87 RT

PRIMUSSE

N00°25' 48" E 1 85. 59'

Matthew Graviett PE-2018005006

PC STA 136+90.71

N89°34'12"W L = 12.00'

N88°30'39"W 10.00'

PT STA 136+05.48

6 SET SURVEY NAIL MARKER

17.1

134+40.00

EXIST. 10' TELEPHONE ESM'T (DB 7792 PG 2000)

Discipline: Professional Engineer

DATE:

6/13/2023

13 FOUND AXLE ADOPTED FOR EAST LINE OF MASON ROAD AND CENTERLINE OF MASONRIDGE PER DB 5255 PG 180

N/F THE PRINCIPIA CORPORATION

SCALE

ESM'T (DB 7646 PG 2328) EXIST. 10' TELEPHONE ESM'T (DB 7785 PG 1201)

1,111 SF (0.03 AC) PRIMUSSE 174,218 SF (4.00 AC) REMAINING

M ULTI USE TRAI L

LOC# 20P540053 NO TAKINGS

EXIST. 20' TELEPHONE

N/F FIRST CHURCH OF CHRIST SCIENTIST 750 SOUTH MASON ROAD DB 5255 PG 180 LOC# 19P210046 174,218 SF (4.00 AC) TOTAL AREA

RESURFACI NG AND

P L

13201 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553

M ASON ROAD

SEE SHEET 23

12.00'

L = 92.40'

35+ TA 1 S C PR

EXIST. R/W

PC STA

FOUND IRON PIPE N72°50'43"W 0.11'

N88°30'39"W

EXIST. R/W

NUMBER PE-2018005006

137+00

RON ROD W \CAP SET I

N00°12'48"E 92.66'

9.80 RT

9.80' 31.68'

+81.92

Ê MASON ROAD

+74.93 19.88 RT

0 135+0

MATTHEW LEE GRAVIETT

E SS G I O NALEN

L MARKER NAI

134+00

51.03'

133+00

31.70'

132+00

136+00

FMI SSO

' 4 2.26

SET CUT CROSS

PRO

SET SURVEY

N00°1 7' 1 0" E 762. 21 '

O TE

RI U

DB 8396 PG 65

N60°14'56"W 0.70'

N06°1 1 ' 28" E 48. 81 '

EER

136+05.48

135+17.16

DESIGNED:

T. RENFRO DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

24 OF 95

CERTI FI CATE OF AUTHORI TY:000133

PRC

A D L = =2 3 0 0. .8 0 8 0' '

FOUND CUT CROSS

135+61.44

I N

EXIST. R/W

PI PC

DI SCI PLI NE:

135+17.16

134+40.00

PROFESSI ONAL ENGI NEERI NG

PRC

FOUND IRON PIPE S82°21'55"W 0.35'

PU BLIC W O RK S

134+78.66

RI GHT OF W AY DETAI L SHEET 5 OF 5

COMMITMENT# 19-250734-KEE NO TAKINGS

PI PC

(DB 8238 PG 262)

TRA N SPO RTA TIO N

DB 17591 PF 2023 LOC# 19P210057

EXIST. 10' TELEPHONE ESM'T

P L

UTILITY ESM'T (PB 192 PG 90)

453.15'

LOC# 20P530126 NO TAKINGS

135

810 MASONRIDGE ROAD

ROAD

WHEATFIELD RD SUBDIVISION

MASONRIDGE

13001 FAIRFIELD OAKS ROAD DB 21604 PG 613

N88° 11' 15"W 345.38'

N/F A. HULYA & M. EMIN KIYANCLAR

SHAMIM & HELAY AMINI

N88° 30' 39"W

10 N/F

REV.DATE

LOT 2

APP.

173.73'173.45' R

DESCRI PTI ON

19P & 20P

& GAS

FIBER

AR-1746

EXIST. 18 IN.

PROPOSED GROUND

TOP EL. 612.45

MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

EXISTING GROUND

FIBER

HGL 610

EXIST. 24 IN.

PROPOSED GROUND

RCP @ 5.42% EXIST. 18IN. TO AI #1423

HGL

RCP @ 3.3% FL = 618.58 TO AI #1462 610

600

EXIST. CONC.

RCP @ 1.50%

CONCRETE PC 2 CULVERT 4.0'X2.5'

FL = 602.49

Q = 16.20 CFS

FL = 601.75

PUBLIC

6.5'X24 IN. RCP

600

590

FL = 602.14

@ 5.42%

590

Q = 32.87 CFS

610

REV.DATE DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi t ed t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

TOP EL. 610.59

D1 MASON RD STA. 114+14.34, 21.63'LT

OPTIC

SLAB TOP AND SINGLE AREA INLET

GAS EXIST. FIBER

PROP. DOUBLE INLET BASE W/ FLAT

TELEPHONE EXIST.

620

OPTIC

620

EXIST.

STA. 112+72.29, 17.80'LT

EXIST.

FIBER

C1 MASON RD

OPTIC

FIBER EXIST.

GAS

620

PROP. DOUBLE INLET BASE W/ FLAT SLAB TOP AND SINGLE AREA INLET TOP EL. 611.13 610

EXIST. 24 IN.

HGL RCP @ 10.39%

EXISTING GROUND

TO AI #1514 TYPE "A"

RCP @ 1.63% TO

CONCRETE PC 3

FL = 606.70 600

600 TYPE "A"

10'X12 IN. RCP @ 1.63%

EXIST. CONC. CULVERT

FL = 600.19

4.6'X24 IN.

590

E SS G I O NALEN

3.0'X2.0'

FL = 600.83

PUBLIC

NUMBER PE-2018005006

CONCRETE PC 4

Q = 0.32 CFS

Matthew Graviett PE-2018005006

590

FL = 600.36

Discipline: Professional Engineer

RCP @ 10.39%

DATE:

6/13/2023

HGL

PROPOSED GROUND 610

610

FL = 613.46

TYPE "A"

600

PROPOSED GROUND

FL = 613.03

TO CI #1155

FIBER

GAS

DI SCI PLI NE:

610

SLAB TOP AND SINGLE AREA INLET TOP EL. 605.08

EXISTING GROUND

600

FL = 601.39

10'X12 IN.

RCP @ 4.29%

PROP. DOUBLE INLET BASE W/ FLAT

HGL

CONCRETE PC 5

EXIST. 12 IN.

STA. 123+84.96, 16.23'LT

TRA N SPO RTA TIO N

610

F1 MASON RD

OPTIC

620

EXIST.

TOP EL. 617.34

EXIST.

SLAB TOP AND SINGLE AREA INLET

EXIST.

PROP. DOUBLE INLET BASE W/ FLAT

TELEPHONE

STA. 118+51.34, 17.58'LT

EXIST.

E1 MASON RD

OPTIC

FIBER

PUBLIC

OPTIC

FIBER EXIST.

GAS

EXIST.

OPTIC

TELEPHONE

620

EXIST.

FIBER

Q = 32.08 CFS

EXISTING GROUND

FMI SSO

MATTHEW LEE GRAVIETT

600

PRO

AI #1410

FL = 606.54

HGL

O TE

FL = 600.49

TYPE "A"

RCP @ 4.29%

CONCRETE PC 6

Q = 0.57 CFS

600

590

PUBLIC

EXIST. 12 IN.

10'X12 IN. RCP @ 9.03%

RCP @ 9.03% TO

Q = 4.94 CFS

CI #1201/1202

PUBLIC

590

I1 MASON RD STA. 132+02.71,

G2 MASON RD

580

FL = 587.22 FL = 582.41

FL = 587.16

EXIST. CONC.

FL = 581.76

CULVERT

590

OPTIC

FIBER

EXIST.

OPTIC

FIBER

TOP EL. 615.48

PROPOSED GROUND EXISTING GROUND

620

HGL

Q=20.07 CFS

590

610

610 FL = 610.55

FL = 610.43 FL = 589.77

FL = 589.86 5.1'X15 IN. RCP @ 2.35% DESIGNED:

5.0'X3.0' 570

620

SLAB TOP AND SINGLE AREA INLET

15 IN. RCP

PUBLIC

SLOPE UNKNOWN 580

600

PROP. DOUBLE INLET BASE W/ FLAT

M ULTI USE TRAI L

Q = 1.16 CFS

EXISTING GROUND

STA. 132+02.71, 14.99'LT

RESURFACI NG AND

600

EXIST.

590

PROPOSED GROUND

TELEPHONE

2.3'X15 IN. RCP @ 2.61%

610

EXIST.

TOP EL. 597.36

TOP EL. 596.95

OPTIC

MANHOLE (60")

FIBER

PRECAST CONCRETE

EXISTING GROUND

EXIST.

23.78'LT

SLAB TOP AND SINGLE AREA INLET

OPTIC

610

FIBER

OPTIC

FIBER EXIST.

600

PROPOSED GROUND

I2 MASON RD

TOP EL. 615.88

M ASON ROAD

#1286

STA. 129+02.77,

TOP EL. 592.21

EXIST.

@ 6.74% TO OFS

SLAB TOP AND SINGLE AREA INLET

MANHOLE (48")

PROP. DOUBLE INLET BASE W/ FLAT

H1 MASON RD

TELEPHONE

EXIST. 24 IN. RCP

HGL

PRECAST CONCRETE

STA. 129+02.78, 15.37'LT PROP. DOUBLE INLET BASE W/ FLAT

EXIST.

590

TELEPHONE

TOP EL. 592.52

EXIST.

MANHOLE (60")

EXIST.

PRECAST CONCRETE

OPTIC

23.95'LT

FIBER

STA. 126+78.50, 17.65'LT

STA. 126+78.49,

600

23.55'LT

H2 MASON RD

G1 MASON RD

RI U

600

EXIST. 12 IN.

PROPOSED GROUND

ST A

PROPOSED GROUND

4.4'X15 IN. RCP @ 2.00% 570

580

Q = 1.80 CFS PUBLIC

Q = 1.86 CFS 580

600

PUBLIC

T. RENFRO 600 DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

25 OF 95

PROFESSI ONAL ENGI NEERI NG

EXIST.

TELEPHONE

EXISTING GROUND

EXIST.

620

OPTIC

FIBER

PUBLIC

PU BLIC W O RK S

FL = 618.08

600

TYPE "A"

REVI SI ONS

FL = 618.23

10'X18 IN.

610

EER

TYPE "A" CONCRETE PC 1

CERTI FI CATE OF AUTHORI TY:000133

610

I N

620

STORM SEW ER PROFI LES

TO AI #1459

620

6905A-20

DESCRI PTI ON

620

PROP. DOUBLE INLET BASE W/ FLAT SLAB TOP AND SINGLE AREA INLET

E-W GATEWAY TIP NO.

MAINTENANCE OF THE SEWERS DESIGNATED "PUBLIC" SHALL BE THE RESPONSIBILITY OF THE METROPOLITAN ST. LOUIS SEWER DISTRICT UPON DEDICATION OF THE SEWERS TO THE DISTRICT.

STA. 111+15.55, 20.84'LT

APP.

RCP @ 1.50%

STP-5574(606)

B1 MASON RD

OPTIC

EXISTING GROUND

TOP EL. 625.22

EXIST.

620

GAS

630

EXIST.

SLAB TOP AND SINGLE AREA INLET

TELEPHONE

PROP. DOUBLE INLET BASE W/ FLAT

EXIST.

STA. 107+54.54, 18.01' LT

OPTIC

FIBER

A1 MASON RD

EXIST.

OPTIC

FEDERAL PROJECT NO.

EXIST.

TELEPHONE

630

EXIST.

OPTIC

FIBER

COUNTY PROJECT NO.

AR-1746 0 66

64 0

SCALE

FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 60

120

180

MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

650

DESCRI PTI ON

0 64

66 0 2.08 ACRES PI = 2.28 Q = 4.74 CFS

PI = 2.28

65 0

DA TO STRUCTURE B1 3.20 ACRES

Q = 7.30 CFS

640

SAN

PI = 2.28

63 0

Q = 5.40 CFS

1.61 ACRES

620

PI = 2.28

+ 4

Q = 3.67 CFS

0 0

SAN

0 +

Q = 1.44 CFS

111+99.89

620 DA TO STRUCTURE C1 0.14 ACRES

0 3 6

PI = 2.76

610

212+00

213+00

214+00

115+00

116+00

117+00

610

DA TO STRUCTURE D1

0.31 ACRES

0.06 ACRES

PI = 2.76

Q = 0.86 CFS

Q = 0.17 CFS

Q = 0.39 CFS

TRA N SPO RTA TIO N

215+00

118+00

DRAI NAGE AREA M AP SHEET 1 OF 3

SIGN

114+00

0 64

211+00 WV

113+00

SAN

210+00 WV

112+00

Q = 1.08 CFS

SAN

209+00

111 +00

PI = 2.76

HYD

0.39 ACRES

6 2 0

PI = 2.28 DI

208 +00

Q = 3.28 CFS

0.63 ACRES

SIGN

SAN

11 0+ 00

PI = 2.28

DA TO STRUCTURE D1

M ULTI USE TRAI L

Q = 2.10 CFS 20 7+ 00

1.44 ACRES

RESURFACI NG AND

PI = 2.28

209+05.20

0.92 ACRES

1 0 9 + 0 0

DA TO STRUCTURE B1

620

2 0 6 + 0 0

DA TO STRUCTURE D1

STA

1 0 8 + 0 0

PU BLIC W O RK S

0 0

630

2 0 5 + 0 0

6 4 0

2.37 ACRES

DA TO STRUCTURE B1

0 2 1

SAN

Q = 14.76 CFS

6/13/2023

DA TO STRUCTURE D1

00 10 DI

PI = 2.28 Q = 1.32 CFS

DA TO STRUCTURE A1

DATE:

Q = 3.08 CFS

DA TO STRUCTURE B1

C PR

PI = 2.48

Discipline: Professional Engineer

PI = 2.28

0.58 ACRES

A ST

NUMBER PE-2018005006

DI SCI PLI NE:

Q = 1.44 CFS

MATTHEW LEE GRAVIETT

Matthew Graviett PE-2018005006

STA

0 +

4 .7 5 9 5+ 0 1

1.35 ACRES

A ST C PR

FMI SSO

E SS G I O NALEN

STRUCTURE D1 5 .8 4 1 3+ 0 2

O TE

5 0

0 63

DA TO

S T

P C

0.52 ACRES PI = 2.76

PRO

ST A

PI = 2.28

DESIGNED:

T. RENFRO

6 0 0

DRAWN:

T. RENFRO CHECKED:

0 61

0 2 6

M. GRAVIETT SHEET SEQUENCE:

26 OF 95

CERTI FI CATE OF AUTHORI TY:000133

1 0 4 + 0 0

M ASON ROAD

8 0 . 4 3 + 3

2 0 1 + 0 0

Q = 2.01 CFS

SIGN

11 2+ 56 . 10

PI = 2.28

RI U

0.88 ACRES

EER

STRUCTURE D1

PROFESSI ONAL ENGI NEERI NG

0 0 2

DA TO

I N

. 7 +

640

63 0

630

T O

Q = 4.90 CFS

620

17.4 1

PC S TA 1 02+

2.40 ACRES

Q = 5.47 CFS

DA TO STRUCTURE A1

5.95 ACRES

PI = 2.28

630

1 0 3 + 0 0

0 4 6

POT STA 100+00.00

102+00

DA TO STRUCTURE D1

REV.DATE

7 2

+ 0 2 0 A T S

HYD

101+00

2.15 ACRES

. 0 0

6 4 0

0 0

DA TO STRUCTURE B1

APP.

REVI SI ONS

DA TO STRUCTURE D1

640

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

SCALE

21MSD-00436 MSD BASE MAP:

19P & 20P

180

REV.DATE

680

DESCRI PTI ON

120

REVI SI ONS

APP.

6 7 0

PI = 2.28 Q = 12.54 CFS

6 7 0

ST A

FMI SSO

MATTHEW LEE GRAVIETT

RI U

0 66

64 0

O TE

PRO

EER

5.50 ACRES

NUMBER PE-2018005006

I N

0 65

DA TO STRUCTURE B1

E SS G I O NALEN

650

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PI = 2.28

DI SCI PLI NE:

Q = 1.94 CFS

640

DA TO STRUCTURE D1 2.08 ACRES PI = 2.28

STRUCTURE D1 0.88 ACRES

DA TO STRUCTURE B1

PI = 2.28

3.20 ACRES

Q = 2.01 CFS

2 0 1 + 0 0

Q = 7.30 CFS

PI = 2.28

A ST

Q = 3.08 CFS

DA TO STRUCTURE B1

C PR

0.58 ACRES 00

SAN

PI = 2.28 Q = 1.32 CFS

Q = 3.67 CFS

PI = 2.28

4 0

C PR

DA TO DA TO STRUCTURE D1

STRUCTURE D1

2.37 ACRES

1.62 ACRES

PI = 2.28 Q = 5.40 CFS

63 0

PI = 2.28 Q = 3.69 CFS

1.61 ACRES

A ST

DA TO STRUCTURE B1

0 4 6

4 .7 5 +9 5 10

1.35 ACRES

620

0 63

5 0

STRUCTURE D1 5 .8 4 1 3+ 0 2

DESIGNED:

T. RENFRO

620

630 DA TO

SAN

STRUCTURE

0 + DI

SAN

2 0 5 + 0 0

DRAI NAGE AREA M AP SHEET 2 OF 3

DA TO

M ULTI USE TRAI L

64 0

RESURFACI NG AND

640

M ASON ROAD

1 0 4 + 0 0

PU BLIC W O RK S

2 7 . 7 3 + 0 0 2

DA TO

T S P

Q = 3.69 CFS

S T

PI = 2.28

0 4 6

1.62 ACRES

640

DA TO STRUCTURE D1

65 0

63 0

630

8 0 . 4 3 + 3

PI = 2.28

Q = 4.90 CFS

Q = 5.47 CFS

T O P

1 2+ 56 .1 10

PI = 2.28

2.40 ACRES

Q = 4.74 CFS

630

DA TO STRUCTURE D1

TRA N SPO RTA TIO N

0 . 0 + 0 0 2 A T S

1 0 3 + 0 0

2.15 ACRES

650

6 4 0

DA TO STRUCTURE B1

PROFESSI ONAL ENGI NEERI NG

0.85 ACRES

66 0

DRAWN:

T. RENFRO CHECKED:

DA TO STRUCTURE D1

M. GRAVIETT

1.44 ACRES

1.79 ACRES

SHEET SEQUENCE:

PI = 2.28

PI = 2.76

Q = 3.28 CFS

Q = 4.94 CFS

27 OF 95

CERTI FI CATE OF AUTHORI TY:000133

0 64

DA TO STRUCTURE D1

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606)

SCALE

E-W GATEWAY TIP NO.

6905A-20 0

120

180 MSD:

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

630

REV.DATE

REVI SI ONS

19P & 20P

Q = 16.41 CFS

PRO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

0 60

0 4 6

630

FMI SSO

61 0

630

DA TO

0 2 6

6 3 0

64 0

O TE

RI U

ST A

PI = 2.28

EER

7.20 ACRES

I N

650 0 64

DA TO STRUCTURE H1

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PI = 2.28

DI SCI PLI NE:

Q = 3.69 CFS

610

630

PU BLIC W O RK S

231+11.86 STA

DRAI NAGE AREA M AP SHEET 3 OF 3

M ULTI USE TRAI L

RESURFACI NG AND

PRC

M ASON ROAD

4 16 . 8

134+00

133+00

135+ ST A

1 26 + 79. 9 6 STA

POT

STA PI 126+59.96

132+00

PC STA 134+39.68

223+49.72

0 62 STA

131+00

130+00

0 135+0

WVWV

0 59

DA TO STRUCTURE G2 0.51 ACRES

136+00

610

Q = 0.57 CFS

HYD

PI = 2.28

231+00

TMH

0.25 ACRES

230+00

590

DA TO STRUCTURE E1

129+00

229+00

0 0 6

128+00

228+00

227+00

127+00

126+00

226+00

T RISER

125+00

225+00

224+00

TMH

124+00

223+00

123+00

222+00

HYD HYD

122+00

221+00

Q = 1.86 CFS

121+00

220+00

Q = 1.80 CFS

SAN

120+00

219+00

PI = 2.28

119+00

218+00

217+00

PI = 2.28

SAN

216+00

HYD HYD

DESIGNED:

6 3 0

T. RENFRO DRAWN:

T. RENFRO

PI = 2.28 CHECKED:

Q = 1.16 CFS

0 8 5

0 62

118+00

215+00

0.82 ACRES

Q = 4.94 CFS

DI DI

HYD DI

PI = 2.76

0.79 ACRES

610

1.79 ACRES

DA TO STRUCTURE I2 TRA N SPO RTA TIO N

0 60

DA TO STRUCTURE F1

DA TO STRUCTURE H2

M. GRAVIETT SHEET SEQUENCE:

28 OF 95

CERTI FI CATE OF AUTHORI TY:000133

6 3 0

1.62 ACRES

PROFESSI ONAL ENGI NEERI NG

STRUCTURE D1

(9/12)) 0.5

CURB INLET CAPACITIES ARE BASED ON THE INLET PERFORMANCE FOR SET-BACK INLETS BASED ON APWA 5604-1

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

) T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

29 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

ST A MATTHEW LEE GRAVIETT

HYDRAULI CS SHEET 1 OF 2

STORM SEW ER

M ULTI USE TRAI L

RESURFACI NG AND

CAPACITY OF AREA INLETS IN SUMPS * * * *((2 32.2 * SUMP EQ = 0.67 (10/12) LENGTH

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

30 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

HYDRAULI CS SHEET 2 OF 2

STORM SEW ER

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

COUNTY PROJECT NO.

EXIST. 5' SIDEWALK ESM'T (PB 192 PG 90)

(PB 76 PG 9)

GUY

GNAL I C S FFI AL TRA EST PED

21MSD-00436 MSD BASE MAP:

19P & 20P

FILTER ROLL (FILTER SOCK)

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

+20.00

N SIG

-22.00'LT +35.00

+50.00

-22.00'LT

+80.00

+95.00

3+ 34 .0 8

H S

1 0 4 + 0 0

ST A

SCALE

E S

PRO

LIMITS

EXIST. R/W

Matthew Graviett PE-2018005006

EXIST. 10' ESM'T (PB 192 PG 90)

Discipline: Professional Engineer

DATE:

EXIST. 5' SIDEWALK ESM'T (PG 192 PG 90)

(PB 192 PG 90)

-22.00'LT +10.00

+15.00

-22.00'LT

+45.00 -18.00'LT

202+00

+75.00

0 201+0

+29.00 -18.00'LT

EXIST. 15' ESM'T (PB 192 PG 90)

+45.00 -18.00'LT +63.00 -18.00'LT

+35.00

-18.00'LT

+78.00

-18.00'LT

S A N

-18.00'LT +93.10

S A N

-18.00'LT

105+00

D I

107+00

STA

D I

EXIST. 10' ESM'T

0 108+0 0 0 + 8 10

D I

PRC

(PB 192 PG 90)

EROSI ON CONTROL SHEET 1 OF 5

S I G N

LIMITS

M ULTI USE TRAI L

105 +95

CONSTRUCTION

RESURFACI NG AND

.74

106 +00

M ASON ROAD

Ê MASON ROAD

S I G N

00 0 104+ 104+0

0 205+0

204+00

-18.00'LT

HEET SEE S

-18.00'LT +13.00

S I G N

ET F SHE O P O SEE T

203 +00

+97.00

+05.00

PRC

-18.00'LT

DI SCI PLI NE:

EXIST. 10' ESM'T

-22.00'LT +25.00

-18.00'LT

TRA N SPO RTA TIO N

EXIST. R/W

STA 203 +14 .85

-22.00'LT +55.00

+80.89

EXIST. R/W DESIGNED:

T. RENFRO EXIST. 10'

DRAWN:

ELECTRIC ESM'T

T. RENFRO SCALE

(DB 8868 PG 1374)

CHECKED:

EXIST. 10' ESM'T (PB 192 PG 90)

D I

M. GRAVIETT EXIST. 10' SEWER ESM'T (DB 8867 PG 1924)

SHEET SEQUENCE:

31 OF 95

CERTI FI CATE OF AUTHORI TY:000133

-18.00'LT

LIMITS

(PB 192 PG 90)

-22.00'LT +40.00

+65.00

CONSTRUCTION

EXIST. 10' ESM'T

6/13/2023

PU BLIC W O RK S

(DB 7093 PG 1588)

-22.00'LT +70.00

NUMBER PE-2018005006

E SS G I O NALEN

EXIST. 5' ELECTRIC ESM'T

+85.00

FMI SSO

MATTHEW LEE GRAVIETT

N S IG

CONSTRUCTION

O TE

RI U

B O

GUY

T O

GUY

ST A

GUY

1 0 4 + 0 0

E E

GUY

N SIG

EXIST. 10' ESM'T (PB 192 PG 90)

2 0 1 + 0 0

REV.DATE

-22.00'LT

N GN SI G SI

-22.00'LT

N SIG

10 2+ 56 .1 1

+65.00

10 3+ 00

ST A

N SIG

IGN SN SI G

GUY

EXIST. R/W

17 102+ A T PC S

00 101+

-22.00'LT

GUY

.41

L G NA C SI FI AL TRAF EST PED

Ê MASON ROAD

REVI SI ONS

-22.00'LT

PROFESSI ONAL ENGI NEERI NG

HYD

MSD:

(INLET PROTECTION)

+05.00 -22.00'LT

00 102+

0 00.0 + 0 0 1 STA POT

FABRIC DROP

EER

(DB 17290 PG 3606)

N SIG

P M C W

EXIST. 10' SIDEWALK ESM'T

6905A-20

ST A

" 2 1

EXIST. R/W

E-W GATEWAY TIP NO.

ST A

(PB 76 PG 9)

0+ 0

12" CMP

GUY

EXIST. 12' ESM'T

STP-5574(606) SILT FENCE

DESCRI PTI ON

(PB 76 PG 9)

FEDERAL PROJECT NO.

0+ 37 .7

0. 00

EXIST. 20' ESM'T

AR-1746

LEGEND

EXIST. TRAIL ESM'T (DB 19030 PG 675)

I N

EXIST. R/W

APP.

EXIST. 5' ESM'T

S I G N

COUNTY PROJECT NO.

+08.00 -18.00'LT

AR-1746

LEGEND

+23.00

FEDERAL PROJECT NO.

-18.00'LT +91.00

EXIST. ESM'T

(PB 192 PG 90)

E-W GATEWAY TIP NO.

6905A-20

+68.00

FABRIC DROP +53.89

EXIST. R/W

-37.49'LT

+83.00

-37.68'LT

0 +0 2 11

SE E

G SI

A A

GN SI

+00 111

' .00

109 +00

A GN SI

Ê MASON ROAD

110+00

REVI SI ONS

207+00

A G SI

SH EE T

10 8+ 00

+00 208

-18.00'LT

206 +00

+94.43

-37.54'LT

10 8+ 00

-18.00'LT +43.00

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

-36.86'LT

REV.DATE

-37.05'LT

-18.00'LT

N SA

+28.00

(FILTER SOCK)

9 .8 OF 9 9 M O 1+ TT 11 O B A E ST E S

+51.13

+25.00

+06.67

-18.00'LT

+03.21

-18.00'LT +13.00

19P & 20P

FILTER ROLL

+54.00

-18.00'LT +98.00

+08.00

-18.00'LT

DI DI

+88.00

EXIST. 10' ELECTRIC ESM'T

EXIST. R/W

+83.00

-18.00'LT

(DB 8868 PG 1374)

-18.00'LT +03.00 +58.00

-18.00'LT

CONSTRUCTION

-18.00'LT

LIMITS +18.00 -18.00'LT

21MSD-00436 MSD BASE MAP:

T EE H S

20 5+ 00

LIMITS

MSD:

(INLET PROTECTION)

+33.00

SCALE

PRO

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

ST A

-18.00'LT

EER

CONSTRUCTION

-18.00'LT

NUMBER PE-2018005006

I N

-18.00'LT

EXIST. ESM'T

STP-5574(606) SILT FENCE

-18.00'LT

DESCRI PTI ON

-18.00'LT +53.00

APP.

N SA

+38.00

E SS G I O NALEN

EXIST. 10' UTILITY ESM'T (DB 8587 PG 2337)

Matthew Graviett PE-2018005006

EXIST. 30' TELEPHONE ESM'T

Discipline: Professional Engineer

(DB 8587 PG 2337)

DATE:

211+00

210+00

+78.00 -17.04'LT

212+00

113+00

114+00

116+00

115+00

Ê MASON ROAD

+25.00

+46.00

+67.00

+04.00

-17.24'LT

-17.21'LT

-17.19'LT

-17.14'LT

+00.01 +19.57'RT

EXIST. R/W

+37.01 +19.57'RT

CONSTRUCTION LIMITS

+74.01 +19.57'RT

M ULTI USE TRAI L

RESURFACI NG AND

SIGN

M ASON ROAD

SIGN

112+00

DESIGNED:

T. RENFRO SCALE DRAWN:

T. RENFRO 0

CHECKED:

M. GRAVIETT SHEET SEQUENCE:

32 OF 95

CERTI FI CATE OF AUTHORI TY:000133

PROFESSI ONAL ENGI NEERI NG

DI SCI PLI NE:

-36.57'LT

PU BLIC W O RK S

+58.03

EROSI ON CONTROL SHEET 2 OF 5

-36.32'LT

TRA N SPO RTA TIO N

+05.78

-36.53'LT

SEE SHEET 33

STARBUCK

+57.25

-36.73'LT

SAN

209+00

+13.03

SAN

-17.09'LT

-17.44'LT

+41.00

EXIST. R/W

+65.00

-17.49'LT

SEE TOP OF SHEET 111+99.89

CONSTRUCTION LIMITS

+28.00

PT STA

EXIST. 25' ESM'T (PB 192 PG 90)

(PB 192 PG 90)

EXIST. 25' ESM'T (PB 192 PG 90)

EXIST. ESM'T

PT STA

209+05.20

ROAD

6/13/2023

EXIST. R/W

STP-5574(606) SILT FENCE E-W GATEWAY TIP NO.

6905A-20 CONSTRUCTION LIMITS

FABRIC DROP

MSD:

21MSD-00436

(INLET PROTECTION)

EXIST. 10' ESM'T

MSD BASE MAP:

(PB 192 PG 20)

19P & 20P

FILTER ROLL

(PB 192 PG 90)

FEDERAL PROJECT NO.

FARM ROAD

EXIST. 25' ESM'T

AR-1746

LEGEND

HYD

WHEATFIELD

COUNTY PROJECT NO.

SAN

213+00

214+00

+60.00

+90.00

+20.00

+65.00

-16.69'LT

-16.65'LT

-16.61'LT

-16.55'LT

215+00

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

216+00 WV

117+00

116+00

118+00

119+00

120+00

Ê MASON ROAD

+85.01

+59.01

+49.88

+19.57'RT

+48.01 +19.57'RT

SIGN

SEE SHEET 32

SIGN

EXIST. R/W

+22.01

REVI SI ONS

-16.81'LT

APP.

-16.86'LT

-16.90'LT

REV.DATE

+59.00

-16.95'LT

+26.00

-17.00'LT

+89.00

SEE BOTTOM OF SHEET

+52.00

DESCRI PTI ON

(FILTER SOCK) +15.00

CONSTRUCTION LIMITS

+19.57'RT +11.01

MATTHEW LEE GRAVIETT

EER

PRO

FMI SSO

NUMBER PE-2018005006

I N

SCALE

O TE

RI U

ST A

+19.57'RT

E SS G I O NALEN

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

-16.15'LT +95.00

-16.20'LT +30.00

-16.16'LT

-16.13'LT +05.00

-16.22'LT +17.00

EXIST. 10' ESM'T (PB 192 PG 90)

DI SCI PLI NE:

-16.18'LT +75.00

+45.00

-16.12'LT +15.00

-16.24'LT

-16.11'LT +25.00 -16.10'LT

EXIST. R/W

+35.00 -16.08'LT +45.00

+70.00

-16.39'LT

-16.36'LT

8" PVC

217+00

219+00

220+00

120+00

+19.57'RT

SIGN

Ê MASON ROAD

+24.90

121+00

122+00

+49.90

+74.90

+99.90

+24.90

+19.57'RT

CONSTRUCTION LIMITS

123+00

HYD

SEE TOP OF SHEET

-16.03'LT

178.00'

18+00 2 195.00'

(PB 192 PG 90)

-16.04'LT +75.00

-16.33'LT

124+00

EXIST. R/W

EROSI ON CONTROL SHEET 3 OF 5

-16.43'LT

M ULTI USE TRAI L

+15.00

-16.46'LT

EXIST. 10' ESM'T

RESURFACI NG AND

+90.00

M ASON ROAD

+65.00

SEE SHEET 34

+40.00

-16.06'LT +65.00

TRA N SPO RTA TIO N

+55.00 -16.31'LT +40.00

PU BLIC W O RK S

-16.07'LT +55.00

-16.29'LT

EXIST. 10' ESM'T (PB 192 PG 90)

PROFESSI ONAL ENGI NEERI NG

+85.00

+60.00

DESIGNED:

T. RENFRO SCALE

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

33 OF 95

CERTI FI CATE OF AUTHORI TY:000133

6/13/2023

COUNTY PROJECT NO.

EXIST. ESM'T

CONSTRUCTION LIMITS

-15.80'LT +65.00 -15.79'LT +75.00 -15.78'LT +85.00

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

126+00

128+00

+90.00

+27.00

+64.00

+89.00

-17.64'LT

-17.59'LT

-15.96'LT

-15.52'LT

126+79.96

PRO

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

SCALE

STA

EXIST. R/W

127+00

PC STA

CONSTRUCTION LIMITS

30.01'

30.00'

Ê MASON ROAD

126+59.96

125+00

EER

ST A

SEE BOTTOM OF SHEET

SIGN

32.66'

32.91'

52.93'

124+00

NUMBER PE-2018005006

I N

224+00

223+00

DESCRI PTI ON

-35.17'LT

A A 52.99'

SEE SHEET 33

(FILTER SOCK)

REVI SI ONS

222+00

-35.56'LT

19P & 20P

FILTER ROLL

APP.

221+00

-35.08'LT

-15.73'LT

+80.00

-15.90'LT

MSD BASE MAP:

+46.82

+95.04

-17.70'LT

SAN

-15.89'LT

-35.80'LT

+39.99

-15.74'LT +15.00

21MSD-00436

+88.17

REV.DATE

-15.88'LT

MSD:

(INLET PROTECTION)

STA

-15.75'LT +05.00

+85.00

FABRIC DROP

-17.66'LT

+95.00

6905A-20 +65.01

+00.12

-15.77'LT +95.00

-15.87'LT

E-W GATEWAY TIP NO.

-15.85'LT +05.00

STP-5574(606) SILT FENCE

+25.00

-15.84'LT +15.00

FEDERAL PROJECT NO.

+55.00

-15.83'LT

FARM ROAD

-15.82'LT +35.00

WHEATFIELD

EXIST. R/W

+45.00

(PB 192 PG 90)

223+49.72

(PB 192 PG 90)

EXIST. ESM'T

AR-1746

LEGEND

E SS G I O NALEN

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

-15.23'LT +02.00 -15.25'LT

EXIST. 10' ESM'T

+32.00

(PB 192 PG 90)

-15.08'LT +42.00

+92.00

CONSTRUCTION

-15.26'LT +82.00

-15.07'LT +52.00

LIMITS

-15.27'LT +70.00

+08.17 -35.28'LT

-15.29'LT +58.00

-15.05'LT +62.00

+40.29

+87.82

-35.46'LT

-35.36'LT

-15.04'LT +72.00

-15.30'LT

-15.03'LT +82.00

+46.00

-15.02'LT +92.00

-15.32'LT +34.00

-15.00'LT

-15.33'LT +22.00 SAN

-15.35'LT +10.00

225+00

-15.36'LT

228+00

128+00

129+00

130+00

30.00'

CONSTRUCTION LIMITS

-15.43'LT

+12.00

-15.22'LT +32.00

Ê MASON ROAD

+02.00 -15.12'LT

+69.00

+42.00

-15.41'LT

-15.19'LT

-15.39'LT

-15.11'LT

-15.21'LT

+92.00 -15.13'LT

+52.00

EXIST. R/W

132+00

131+00

+22.00 +54.00

-15.09'LT

+39.00 -15.45'LT

+22.00

+84.00

-15.18'LT +62.00

+14.00

-15.17'LT

+82.00 -15.14'LT

M ULTI USE TRAI L

RESURFACI NG AND

M ASON ROAD

SEE SHEET

SEE TOP OF SHEET

227+00 HYD

226+00

+72.00

PU BLIC W O RK S

-35.37'LT

EXIST. 10' ESM'T (PB 192 PG 90)

EROSI ON CONTROL SHEET 4 OF 5

+37.74

TRA N SPO RTA TIO N

EXIST. R/W

DI SCI PLI NE:

-35.22'LT

PROFESSI ONAL ENGI NEERI NG

+33.24

+12.00

-15.16'LT

-15.48'LT

DESIGNED:

T. RENFRO

SCALE

DRAWN:

T. RENFRO 0

CHECKED:

M. GRAVIETT SHEET SEQUENCE:

34 OF 95

CERTI FI CATE OF AUTHORI TY:000133

6/13/2023

COUNTY PROJECT NO.

AR-1746

LEGEND

FEDERAL PROJECT NO.

STP-5574(606) SILT FENCE E-W GATEWAY TIP NO.

6905A-20 FABRIC DROP

MSD:

21MSD-00436

(INLET PROTECTION)

MSD BASE MAP:

19P & 20P

FILTER ROLL

REVI SI ONS

EXIST. 5' SIDEWALK, SEWER, & UTILITY ESM'T (PB 192 PG 90)

EXIST. 10' ESM'T

CONSTRUCTION LIMITS

EXIST. 10' TELEPHONE ESM'T

136+00

134+00

Ê MASON ROAD T RISER

+12.00 -14.98'LT +21.00 -14.97'LT TMH

+30.00 -14.96'LT +39.00 -14.94'LT +48.00 -14.93'LT

134+39.68

133+00

0 135+0

PC STA

132+00

EXIST. R/W

137+00

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

EXIST. 10' TELEPHONE ESM'T (DB 7792 PG 2000)

+57.00 -14.92'LT +66.00 -14.91'LT +75.00 -14.90'LT +84.00 -14.89'LT

EXIST. 20' TELEPHONE

EXIST. R/W

EER

SIGN

ESM'T (DB 7646 PG 2328) EXIST. 10' TELEPHONE

EROSI ON CONTROL SHEET 5 OF 5

M ULTI USE TRAI L

RESURFACI NG AND

ESM'T (DB 7785 PG 1201)

M ASON ROAD

CONSTRUCTION LIMITS

DESIGNED:

T. RENFRO SCALE

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

35 OF 95

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

NUMBER PE-2018005006

PU BLIC W O RK S

SIGN

MATTHEW LEE GRAVIETT

E SS G I O NALEN

SEE SHEET 34

FMI SSO

PRO

O TE

RI U

231+00

230+00

TMH

229+00

-20.98'LT

GUY

-19.93'LT +28.00

TRA N SPO RTA TIO N

-34.82'LT

SIGN

-35.07'LT

-18.88'LT +19.00

ST A

+10.00

+86.17

-35.25'LT

POT STA

-14.88'LT +41.71

I N

+01.00

-17.82'LT

-14.86'LT +93.00

HYD

-16.75'LT

PC STA 136+90.37

+92.00

+02.00

PT STA 136+05.15

-14.85'LT

SIGN

+83.00 -16.76'LT

SIGN

-14.84'LT +11.00

PRC

+74.00 -14.77'LT

6.84

-14.83'LT +20.00

231+11.86

+65.00 -14.78'LT

1 135+ S TA

-14.82'LT +29.00

SIGN

+56.00 -14.80'LT

MASONRIDGE ROAD

-14.81'LT +38.00

REV.DATE

(DB 8238 PG 262)

+47.00

+17.31

(PB 192 PG 90)

PROFESSI ONAL ENGI NEERI NG

EXIST. R/W

APP.

NOTE: PARTIAL STATIONS ARE BASED ON THE MASON ROAD ALIGNMENT.

DESCRI PTI ON

(FILTER SOCK)

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

REVI SI ONS

REV.DATE

APP.

PP PP

DESCRI PTI ON

EXIST. 5' SIDEWALK ESM'T

LEGEND

EXIST. TRAIL ESM'T

PROPOSED 8' MULTI-USE TRAIL CONSTRUCTION

ST PC

ST GNAL C SI TRAFFIESTAL PED

EXIST. 10' ESM'T DRAINAGE AREA TO

N SIG

EXIST. 5' ESM'T

DESIGNED:

SCALE

EJR DRAWN: GV

EJR

60 CHECKED:

SMW SHEET SEQUENCE:

95 36 OF OF94

2002010300

CERT.

SHEET 1 OF 9

DI STURBANCE AREAS

EXIST. 10' ESM'T

M ULTI USE TRAI L

EXIST. R/W

RESURFACI NG AND

N/F CITY OF TOWN AND COUNTRY 13443 CLAYTON ROAD DB 8735 PG 1079 LOC# 20P230376 COMMITMENT# 19-250738-KEE

M ASON ROAD

EXIST. 5' ELECTRIC ESM'T

MISSOURI

849-8445 (314)

PU BLIC W O RK S

TRA N SPO RTA TIO N

0 0 + 4 0 1 A T

L T

PP PP P P PP

N SIG

GUY

1 0 4 + 0 0

AUTHORITY

ROAD 63128

FERRY 203

TESSON

LOUIS,

SUITE

ST.

11820

PREPARED BY:

8 .0 3+ 34 10

N SIG

1 0 4 + 0 0

N GN SIG SI

GUY

P P PP

GUY

ST A

G R O U P, LLC

.1 56 2+ 10 A ST PT

GUY

PO T

MULTI-USE TRAIL

10 3+ 00 2 0 1 + 0 0

GUY

P L

N/F MASON WOODS VILLAGE LLC 13402 CLAYTON ROAD DB 17434 PG 2457 LOC# 20P230220 COMMITMENT# 19-250739-KEE

Ê PROPOSED

N SIG

7. 4 1 N SIG

IGN SN SIG

.00

PP PP

00 100+

1 1 02 + S TA

P P PP

GUY

EXIST. R/W

GUY

00 101+

10/13/2022 AMENDED SOILS #1

L GNA I C S FFI AL TRA EST PED

Ê MASON ROAD

SOILS #1

P PP P

00 102+

DATE:

AMENDED

D E S IG N

HYD

GUY

N SIG

W M

PP GUY

EXIST. R/W EXIST. 10' ESM'T

AMENDED SOILS

DISTURBANCE AREA

GUY

EXIST. 12' ESM'T

DEMOLITION

P PP P

ESM'T

EXIST. 20'

P L

N/F KUMAR DRUPADI REVOCABLE TRUST 12 WILLIAMSBURG ESTATES DRIVE DB 23348 PG 2703 LOC# 20P140066 COMMITMENT# 19-250725-KEE

FULL DEPTH RECLAMATION

N/F MICHAEL F. & BARBARA A. FOX 13087 STARBUCK ROAD DB 8258 PG 222 LOC# 20P420117 COMMITMENT# 19-250726-KEE

ESM'T

PRELI MI NARY NOT FOR CONSTRUCTI ON

EXIST. 5'

P L

DI SCLAI M ER OF RESPONSI BI LI TY Iher eby speci f yt hatt he docum ent si nt ended t o be aut hor i zed by m y sealar e l i mi ed t t ot hi s sheet ,and I her eby di scl ai m any r esponsi bi l i t yf oral lot her Dr awi ngs,Speci f i cat i ons, Est i m at es,Repor t s orot her docum ent s ori nst r um ent s r el at i ng t o ori nt ended t o be used f orany par toft he engi neer i ng pr oj ectorsur vey

EXIST. R/W

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

D I

EXIST. 10' ESM'T

203 ST A

S A N

ST A PRC

EXIST. 10'

ESM'T

ELECTRIC ESM'T

S A N

M ULTI USE TRAI L

DESIGNED:

EJR DRAWN:

EJR CHECKED:

SMW SHEET SEQUENCE:

95 37 OF OF 94

2002010300

CERT. MISSOURI

849-8445

SEWER ESM'T

D I

AUTHORITY

ROAD 63128

FERRY

SCALE

EXIST. 10'

RESURFACI NG AND

EXIST. 10' ESM'T

N/F CITY OF TOWN AND COUNTRY 13443 CLAYTON ROAD DB 8735 PG 1079 LOC# 20P230376 COMMITMENT# 19-250738-KEE

EXIST. 10'

M ASON ROAD

SHEET 2 OF 9

EXIST. 10' ESM'T

D I

(314)

105

D I

+95

S I G N D I

0 108+0 0 0 + 8 10

TRA N SPO RTA TIO N

S I G N

107+00

G R O U P, LLC

.74

106 +00

10/13/2022

D E S IG N

Ê MASON ROAD

DATE:

PREPARED BY:

D I

8+0 TA 10 S E N LI MATCH

105+00

S I G N

0 205+0

204+00

00 0 104+ 0 + 4 0 1

S I G N

MATC

DISTURBANCE AREA

S A N

203

203 +00

EXIST. 15' ESM'T

TESSON

+0 A 104 T S E HL I N

0 201+0

AMENDED SOILS

EXIST. ESM'T

Ê PROPOSED MULTI-USE TRAIL

PRC

202+00

DEMOLITION

P L

LOUIS,

SOILS #2

ST.

SOILS #1

FULL DEPTH RECLAMATION

SUITE

AMENDED

11820

AMENDED

N/F THOMAS A. & CLAIRE H. APPLEWHITE 13074 STARBUCK ROAD DB 10876 PG 1807 LOC# 20P510133

CONSTRUCTION

PU BLIC W O RK S

SOILS #2

PROPOSED 8' MULTI-USE TRAIL

N/F TERRY A. KRAUSE 1033 SOUTH MASON ROAD DB 20976 PG 1123 LOC# 20P510124

DI STURBANCE AREAS

SOILS #1

+14

AMENDED

P L

LEGEND

PRELI MI NARY NOT FOR CONSTRUCTI ON

DRAINAGE AREA TO

AMENDED

.85

DRAINAGE AREA TO

REV.DATE

N/F MICHAEL F. & BARBARA A. FOX 13087 STARBUCK ROAD DB 8258 PG 222 LOC# 20P420117 COMMITMENT# 19-250726-KEE

EXIST. 10' ESM'T

DESCRI PTI ON BY

APP.

REVI SI ONS

19P & 20P

COUNTY PROJECT NO. DI

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

LEGEND

TO AMENDED SOILS #2 EXIST. ESM'T

PROPOSED 8' MULTI-USE TRAIL

N/F TERRY A. KRAUSE 1033 SOUTH MASON ROAD DB 20976 PG 1123 LOC# 20P510124

CONSTRUCTION

FULL DEPTH RECLAMATION

EXIST. ESM'T

P L

DRAINAGE AREA

DEMOLITION

REV.DATE

N/F JENSEN RICHARD C. INDENTURE TRUST 13004 STARBUCK ROAD DB 23552 PG 1104 LOC# 20P510106 COMMITMENT# 19-250727-KEE DRAINAGE AREA

DESCRI PTI ON BY

APP.

REVI SI ONS

19P & 20P

TO AMENDED SOILS #3 AMENDED

00 1

DATE:

EXIST. R/W

3 7

EJR DRAWN:

EJR CHECKED:

SMW SHEET SEQUENCE:

38 OF OF 95 94

2002010300

CERT. MISSOURI

849-8445 (314)

AUTHORITY

63128

FERRY 203

TESSON

LOUIS,

DESIGNED:

SHEET 3 OF 9

DI STURBANCE AREAS

SCALE

M ULTI USE TRAI L

P L

RESURFACI NG AND

ESM'T

N/F THE PRINCIPIA CORPORATION 13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053

M ASON ROAD

10'

EXIST.

PU BLIC W O RK S

TRA N SPO RTA TIO N

EXIST. 10' ESM'T

N/F CITY OF TOWN AND COUNTRY 13443 CLAYTON ROAD DB 8735 PG 1079 LOC# 20P230376 COMMITMENT# 19-250738-KEE

ST.

D E S IG N

PREPARED BY:

A ST

Ê MASON ROAD

110+00

ROAD

G R O U P, LLC

C T MA

+00 111

SUITE

10/13/2022

GN SI

109 +00

0 +0 2 11

+ 11

GN SI

207+00

I HL

10 A

+00 208

206 +00

DISTURBANCE AREA

A ST

MULTI-USE TRAIL

10 8+ 00

SOILS #3

EXIST. R/W

+ 12

Ê PROPOSED

11820

SOILS #2

N SA

10 8+ 00

AMENDED SOILS

PRELI MI NARY NOT FOR CONSTRUCTI ON

AMENDED

9 .8

20 5+ 00

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

REVI SI ONS

EXIST. 25' ESM'T

CONSTRUCTION

P L FULL DEPTH RECLAMATION

DRAINAGE AREA TO AMENDED SOILS #5

DEMOLITION

EXIST. 25' ESM'T DI

116+00 N/F THE PRINCIPIA CORPORATION 13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053

DESIGNED:

EJR DRAWN:

EJR CHECKED:

SMW SHEET SEQUENCE:

39 OF OF 95 94

CERT.

2002010300 AUTHORITY

SHEET 4 OF 9

DI STURBANCE AREAS

M ULTI USE TRAI L

M ASON ROAD

RESURFACI NG AND

SCALE

MISSOURI

849-8445 (314)

FERRY 203

TESSON

TRA N SPO RTA TIO N

LOUIS,

EXIST. R/W

63128

ROAD

G R O U P, LLC

Ê MASON ROAD

116+00

D E S IG N

115+00

10/13/2022

PREPARED BY:

SIGN

114+00

DATE:

STA

SIGN SIGN

112+00

113+00

212+00

MATCHLINE

211+00

SAN

EXIST. R/W

210+00

112+00

AMENDED SOILS #5

ST.

AMENDED SOILS

SUITE

AMENDED SOILS #4

11820

AMENDED SOILS #4

PU BLIC W O RK S

DRAINAGE AREA TO

PRELI MI NARY NOT FOR CONSTRUCTI ON

TRAIL

DISTURBANCE AREA

MATCHLINE STA 111+99.89

REV.DATE PROPOSED 8' MULTI-USE TRAIL

MULTI-USE

STA

LEGEND

AMENDED SOILS #3

209+00

N/F JOHN J. & TERESA A. FOGARTY 13085 WHEATFIELD FARM ROAD DB 10714 PG 2453 LOC# 20P510061 COMMITMENT# 19-250729-KEE

AMENDED SOILS #3

STA

ESM'T

DRAINAGE AREA TO

Ê PROPOSED

ROAD

EXIST.

STARBUCK

209+05.20

N/F CONSTANTINE RAPTIS & REBECCA CHERNOCK 13003 STARBUCK ROAD DB 23198 PG 2646 LOC# 20P510083 COMMITMENT# 19-250728-KEE

APP.

N/F JENSEN RICHARD C. INDENTURE TRUST 13004 STARBUCK ROAD DB 23552 PG 1104 LOC# 20P510106 COMMITMENT# 19-250727-KEE

DESCRI PTI ON

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

REVI SI ONS

DRAINAGE AREA TO AMENDED SOILS #5

DRAINAGE AREA TO

REV.DATE

AMENDED SOILS #6

LEGEND PROPOSED 8' MULTI-USE TRAIL CONSTRUCTION

HYD

ROAD

WHEATFIELD

FARM

EXIST. R/W

N/F SEAN B. BAILEY 13084 WHEATFIELD FARM ROAD DB 23536 PG 246 LOC# 20P510041

EXIST. 10' ESM'T

FULL DEPTH RECLAMATION

DEMOLITION

AMENDED

EXIST. 25' ESM'T

Ê PROPOSED MULTI-USE TRAIL

PRELI MI NARY NOT FOR CONSTRUCTI ON

AMENDED SOILS #5

216+00

DISTURBANCE AREA

SCALE

DESIGNED:

EJR DRAWN:

EJR CHECKED:

SMW SHEET SEQUENCE:

40 OF OF 95 94

2002010300

CERT. MISSOURI

849-8445 (314)

AUTHORITY

ROAD 63128

FERRY

MO 203

LOUIS,

M ULTI USE TRAI L

RESURFACI NG AND

M ASON ROAD

SHEET 5 OF 9

N/F THE PRINCIPIA CORPORATION 13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053

TRA N SPO RTA TIO N

TESSON

EXIST. R/W

ST.

PREPARED BY:

G R O U P, LLC

10/13/2022

D E S IG N

120+00

MATCHLINE

119+00

DATE:

STA

SIGN SIGN

116+00 STA

118+00

MATCHLINE

120+00

117+00

116+00

Ê MASON ROAD

SUITE

215+00

11820

214+00

DI STURBANCE AREAS

213+00

SOILS #6 AMENDED SOILS

SAN

AMENDED SOILS #4

PU BLIC W O RK S

N/F JOHN J. & TERESA A. FOGARTY 13085 WHEATFIELD FARM ROAD DB 10714 PG 2453 LOC# 20P510061 COMMITMENT# 19-250729-KEE

APP.

AMENDED SOILS #7

DESCRI PTI ON

DRAINAGE AREA TO

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

REVI SI ONS

AMENDED SOILS #7

REV.DATE

N/F CHRISTOPHER BARRIOS & SVETHA CHUNDURI 13006 WHEATFIELD FARM ROAD DB 22556 PG 2655 LOC# 20P530180 COMMITMENT# 19-250732-KEE

PROPOSED 8' MULTI-USE TRAIL CONSTRUCTION

DRAINAGE AREA TO

AMENDED SOILS #8 FULL DEPTH RECLAMATION

EXIST. 10' ESM'T P L

DEMOLITION

AMENDED SOILS

Ê PROPOSED

SOILS #8

DISTURBANCE AREA

MULTI-USE TRAIL

EXIST. R/W

7 N/F THE PRINCIPIA CORPORATION 13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053

DESIGNED:

EJR DRAWN:

EJR CHECKED:

SMW SHEET SEQUENCE:

41 OF OF 95 94

2002010300

CERT. MISSOURI

849-8445 (314)

SHEET 6 OF 9

DI STURBANCE AREAS

M ULTI USE TRAI L

RESURFACI NG AND

M ASON ROAD

SCALE

AUTHORITY

ROAD 63128

FERRY

MO 203

LOUIS,

TESSON

TRA N SPO RTA TIO N

124+00

G R O U P, LLC

123+00

D E S IG N

122+00

10/13/2022

PREPARED BY:

121+00

124+00

SIGN

Ê MASON ROAD

DATE:

STA

120+00

HYD

STA

220+00 HYD

120+00

MATCHLINE

219+00

218+00

MATCHLINE

217+00

ST.

AMENDED SOILS #7

SUITE

AMENDED EXIST. 10' ESM'T

11820

EXIST. 10' ESM'T

N/F LYNN A. DAVID 923 SOUTH MASON ROAD DB 17940 PG 156 LOC# 20P530209

PU BLIC W O RK S

P L

PRELI MI NARY NOT FOR CONSTRUCTI ON

LEGEND

11 N/F SEAN B. BAILEY 13084 WHEATFIELD FARM ROAD DB 23536 PG 246 LOC# 20P510041

APP.

DRAINAGE AREA TO

DESCRI PTI ON

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

REVI SI ONS

P L

DRAINAGE AREA TO

EXIST. ESM'T

STA

SOILS

FULL DEPTH RECLAMATION

Ê PROPOSED

AMENDED SOILS #10

MULTI-USE TRAIL

SCALE

DESIGNED:

EJR DRAWN:

EJR CHECKED:

SMW SHEET SEQUENCE:

42 OF 94 OF95

2002010300

CERT. MISSOURI

849-8445 (314)

AUTHORITY

ROAD 63128

FERRY 203

TESSON

LOUIS,

SUITE

ST.

11820

SHEET 7 OF 9

DI STURBANCE AREAS

N/F THE PRINCIPIA CORPORATION 13201 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053 0

PU BLIC W O RK S

TRA N SPO RTA TIO N

126+79.96

P L

STA

N/F THE PRINCIPIA CORPORATION 13202 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053

STA

EXIST. R/W

PRELI MI NARY NOT FOR CONSTRUCTI ON

128+00

10/13/2022

G R O U P, LLC

ROAD

DATE:

D E S IG N

Ê MASON

128+00

STA

127+00

126+00 126+59.96

125+00

MATCHLINE

SIGN

124+00

DISTURBANCE AREA

STA

#11

(UIP)

124+00

AMENDED SOILS

224+00

223+00

MATCHLINE

SOILS

SAN

222+00

DEMOLITION

AMENDED

#10

221+00

CONSTRUCTION

M ULTI USE TRAI L

AMENDED

PROPOSED 8' MULTI-USE TRAIL

DRAINAGE AREA TO

AMENDED SOILS #9

EXIST. R/W

LEGEND

RESURFACI NG AND

ESM'T

AMENDED SOILS #11

N/F JAMES G. WIEHL 1300 FAIRFIELD OAKS ROAD DB 17504 PG 4489 LOC# 20P530144

M ASON ROAD

EXIST.

DRAINAGE AREA TO

N/F EDWARD M POTTER JR. 13005 WHEATFIELD FARM ROAD DB 22044 PG 3389 LOC# 20P530162 COMMITMENT# 19-250733-KEE

AMENDED SOILS #8

ROAD

AMENDED SOILS #8

WHEATFIELD

FARM

DRAINAGE AREA TO

PREPARED BY:

AMENDED SOILS #9

223+49.72

EXIST. 10' ESM'T

REV.DATE

N/F CHRISTOPHER BARRIOS & SVETHA CHUNDURI 13006 WHEATFIELD FARM ROAD DB 22556 PG 2655 LOC# 20P530180 COMMITMENT# 19-250732-KEE

APP.

DESCRI PTI ON

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP. REV.DATE

REVI SI ONS

19P & 20P

DRAINAGE AREA TO

LEGEND

CONSTRUCTION

P L

17 N/F SHAMIM & HELAY AMINI 13001 FAIRFIELD OAKS ROAD DB 21604 PG 613 LOC# 20P530126

DEMOLITION

AMENDED SOILS

MULTI-USE TRAIL DISTURBANCE AREA

AMENDED SOILS #11 EXIST. 10' ESM'T

EXIST. R/W SAN

228+00 132+00

DESIGNED:

EJR DRAWN:

EJR CHECKED:

SMW SHEET SEQUENCE:

95 43 OF OF94

2002010300

CERT. MISSOURI

849-8445 (314)

AUTHORITY

ROAD 63128

FERRY 203

TESSON

LOUIS,

DI STURBANCE AREAS

M ASON ROAD

SCALE

M ULTI USE TRAI L

N/F THE PRINCIPIA CORPORATION 13201 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053

RESURFACI NG AND

SHEET 8 OF 9

EXIST. R/W

ST.

Ê MASON ROAD

132+00

SUITE

131+00

TRA N SPO RTA TIO N

MATCHLINE

130+00

G R O U P, LLC

129+00

10/13/2022

PREPARED BY:

HYD

128+00

DATE:

STA

128+00

HYD

STA

227+00

D E S IG N

226+00

MATCHLINE

225+00

11820

EXIST. 10' ESM'T

PU BLIC W O RK S

Ê PROPOSED

FULL DEPTH RECLAMATION

PRELI MI NARY NOT FOR CONSTRUCTI ON

N/F JAMES G. WIEHL 1300 FAIRFIELD OAKS ROAD DB 17504 PG 4489 LOC# 20P530144

PROPOSED 8' MULTI-USE TRAIL

AMENDED SOILS #11

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

DRAINAGE AREA TO AMENDED

DESCRI PTI ON REV.DATE

SIGN

DEMOLITION

AMENDED SOILS

PRELI MI NARY NOT FOR CONSTRUCTI ON

DISTURBANCE AREA

DATE:

EXIST. 20' N/F FIRST CHURCH OF CHRIST SCIENTIST 750 SOUTH MASON ROAD DB 5255 PG 180 LOC# 19P210046

TELEPHONE ESM'T

DESIGNED:

EJR DRAWN:

EJR CHECKED:

SMW SHEET SEQUENCE:

44 OF 95 OF94

SHEET 9 OF 9

DI STURBANCE AREAS

M ULTI USE TRAI L

RESURFACI NG AND

M ASON ROAD

SCALE

2002010300

CERT.

PU BLIC W O RK S

P L

TRA N SPO RTA TIO N

TELEPHONE ESM'T N/F THE PRINCIPIA CORPORATION 13201 CLAYTON ROAD DB 2079 PG 382 DB 2097 PG 230 DB 2080 PG 350 DB 2066 PG 553 LOC# 20P540053

MISSOURI

849-8445 (314)

EXIST. 10'

AUTHORITY

63128

FERRY 203

TESSON

LOUIS,

STA. 135+75.14

ST.

END CONSTRUCTION

ROAD

G R O U P, LLC

10/13/2022

D E S IG N

16.8

4 STA

TMH

5+ A 13 T S PRC

T RISER

EXIST. R/W

Ê MASON ROAD

PT STA 136+05.15

0 135+0

134+00

MATCHLINE

133+00

134+39.68

132+00

PREPARED BY:

SIGN

136+00

SUITE

SIGN

STA POT

SIGN

FULL DEPTH RECLAMATION

132+00

CONSTRUCTION

STA

PROPOSED 8' MULTI-USE TRAIL

231+00

LEGEND

230+00

TMH

229+00

GUY

EXIST. R/W

EXIST. 10' ESM'T

MASONRIDGE ELEMENTARY SCHOOL PB 277 PG 42

ROAD

Ê PROPOSED MULTI-USE TRAIL

SOILS #11

AMENDED

SIGN

P L

EXIST. ESM'T

HYD

N/F A. HULYA & M. EMIN KIYANCLAR 810 MASONRIDGE ROAD DB 17591 PF 2023 LOC# 19P210057 COMMITMENT# 19-250734-KEE

SIGN

N/F SHAMIM & HELAY AMINI 13001 FAIRFIELD OAKS ROAD DB 21604 PG 613 LOC# 20P530126

231+11.86

11820

MASONRIDGE

SOILS #11

APP.

REVI SI ONS

19P & 20P

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

46 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

TRAFFI C CONTROL SHEET 1 OF 7

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

47 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

TRAFFI C CONTROL SHEET 2 OF 7

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

48 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

TRAFFI C CONTROL SHEET 3 OF 7

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

49 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

TRAFFI C CONTROL SHEET 4 OF 7

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

50 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

TRAFFI C CONTROL SHEET 5 OF 7

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

51 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

TRAFFI C CONTROL SHEET 6 OF 7

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

52 OF 95

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

TRAFFI C CONTROL SHEET 7 OF 7

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023

COUNTY PROJECT NO.

LEGEND: C902.10 MARKING (SQ.FT.)

A B

CROSSWALK LINE, WHITE, 12" WIDE STOP BAR, WHITE, 24" WIDE

AR-1746 INTERSECTION ARROW SPACING

C902.10 STRIPING (L.F.)

D E

BAY LENGTH

NUMBER OF ARROWS

100'

FEDERAL PROJECT NO.

STP-5574(606)

LOCATION

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

E-W GATEWAY TIP NO.

1 AT BEGINNING OF BAY WITH REMAINING 1 EVENLY SPACED

LANE LINE, SOLID, WHITE, 4" WIDE

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

MATCH EXISTING PAVEMENT MARKING

0 0

+ 0

A T

S C P

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

0 1

DATE:

0 . 0 4 + 0

1 0 4 + 0 0

L SIGN I N E H

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

CROSSWALK MARKINGS SHALL BE INSTALLED WHERE PEDESTRIAN SIGNAL INDICATIONS OR CROSSING CROSSWALK MARKINGS MAY ALSO BE INSTALLED AT INTERSECTIONS CONTROLLED SIGNS ARE PRESENT. BY STOP SIGNS IF THERE IS SUBSTANTIAL CONFLICT BETWEEN VEHICLE AND PEDESTRIAN MOVEMENTS.

M ULTI USE TRAI L

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

RESURFACI NG AND

M ASON ROAD

C902.10

PU BLIC W O RK S

5 4 . 1 1

T C A M

GENERAL NOTES:

PAVEM ENT M ARKI NG SHEET

MATCH EXISTING

TRA N SPO RTA TIO N

P C

PP PP

1 0 4 + 0 0

GUY

S T

DESIGNED:

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

PAVEMENT MARKINGS IN NEUTRAL AREAS, INCLUDING TRANSVERSE LINES AND CHEVRON MARKINGS, SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." NOTE:

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

53 OF OF95

FOR ADDITONAL DETAILS SEE SAINT LOUIS COUNTY'S STANDARD DRAWING "GUIDELINES FOR PAVEMENT MARKING AND LANE STRIPING, DRAWING C902.10, "AND THE MISSOURI DEPARTMENT OF TRANSPORTATION'S DETAIL "PAVEMENT MARKING, 620.00N."

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

. 1 1

PROFESSI ONAL ENGI NEERI NG

2 0 1 + 0 0

4 . 0 SIGN

AD RO

GUY

SIGN SIGN

GUY

3 + 3

GUY GUY

S T A

GUY

10 '

PAVEMENT MARKING

I N

SIGN

PAVEMENT MARKING

S T

MATCH EXISTING

+14.2

ELECTRONICALLY.

GUY

TO N

E SS G I O NALEN

STA.

CL AY

NUMBER PE-2006012377

1 0 3 + 0 0

EER

ST A

1 6 . 1 2 +

FMI SSO

MICHAEL J. ROSBORG

PRO

SIGN

+03.1

O TE

B GUY

SIGN SIGN

STA.

RI U

10 '

P T

GNAL C SI TRAFFI PEDESTAL

PC STA 102+17.41

10 '

GUY

102+00

SIGN

STA. +81

GUY

POT STA 100+00.00

101+00

. 7

0 . 0 0 + 0

STA. +34.9

GNAL C SI TRAFFI PEDESTAL

SIGN

10'

STA. +43.9

F B

GUY

REV.DATE

Ê MASON ROAD

DESCRI PTI ON BY

APP.

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

LEGEND:

AR-1746

C902.10 MARKING (SQ.FT.)

A B

INTERSECTION ARROW SPACING

C902.10 STRIPING (L.F.)

CROSSWALK LINE, WHITE, 12" WIDE

STOP BAR, WHITE, 24" WIDE

BAY LENGTH

NUMBER OF ARROWS

100'

FEDERAL PROJECT NO.

STP-5574(606)

LOCATION

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

E-W GATEWAY TIP NO.

LANE LINE, SOLID, WHITE, 4" WIDE

1 AT BEGINNING OF BAY WITH REMAINING 1 EVENLY SPACED

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

105 +95 .74

S I G N

11.4

Ê MASON ROAD

DESCRI PTI ON APP. ELECTRONICALLY.

DATE:

S I G N

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

PU BLIC W O RK S

PAVEM ENT M ARKI NG SHEET

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

M ULTI USE TRAI L

C902.10

RESURFACI NG AND

M ASON ROAD

TRA N SPO RTA TIO N

PRC

GENERAL NOTES:

DESIGNED:

EER

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

ST A

00.0 104+

12.97'

E SS G I O NALEN

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

53 OF OF 94 54 OF95

CERTI FI CATE OF AUTHORI TY:000133

S I G N

107+00

NUMBER PE-2006012377

S T A.

D C

00 08+ 1 0 +0 108

DI SCI PLI NE:

S I G N

106+ 00

MICHAEL J. ROSBORG

PRO

00 104+ 0 0 104+

FMI SSO

PROFESSI ONAL ENGI NEERI NG

STA. +50.4

ST A

O TE

RI U

105+00

.00 +00 108 9' TA . 11.3 E S

L IN

11.8'

204+00 12'

NE H LI

STA. +13.75

11'

M AT C

STA. +63.75

+00 205

I N

MA T

203+ 00

+00 201

202+00

PRC

STA

203

REV.DATE

+14 .

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

LEGEND:

AR-1746

C902.10 MARKING (SQ.FT.)

C902.10 STRIPING (L.F.)

FEDERAL PROJECT NO.

STP-5574(606) A

CROSSWALK LINE, WHITE, 12" WIDE

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

STOP BAR, WHITE, 24" WIDE

LANE LINE, SOLID, WHITE, 4" WIDE

E-W GATEWAY TIP NO.

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

FMI SSO

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

54 OF OF 94 55 OF95

I N CERTI FI CATE OF AUTHORI TY:000133

PROFESSI ONAL ENGI NEERI NG

DI SCI PLI NE:

M ULTI USE TRAI L

C902.10

RESURFACI NG AND

M ASON ROAD

GENERAL NOTES:

PU BLIC W O RK S

PAVEM ENT M ARKI NG SHEET

TRA N SPO RTA TIO N

110+00

A ST

G SI

.4 ' 11

G SI

MA TC

+00 111

00 2+

109 +00

GN SI

0 +0 2 11

GN SI

207+00

DATE:

8 9. 9 + 11

8+ 10

ELECTRONICALLY.

A. ST

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

E SS G I O NALEN

NE LI

10 8+ 00

+00 208

206 +00

NUMBER PE-2006012377

20 5+ 00

10 8+ 00

PRO

H TC MA

MICHAEL J. ROSBORG

EER

O TE

RI U

ST A

REV.DATE

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

LEGEND:

AR-1746

C902.10 MARKING (SQ.FT.)

C902.10 STRIPING (L.F.)

FEDERAL PROJECT NO.

STP-5574(606) A

CROSSWALK LINE, WHITE, 12" WIDE

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

STOP BAR, WHITE, 24" WIDE

LANE LINE, SOLID, WHITE, 4" WIDE

E-W GATEWAY TIP NO.

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

C902.10

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

PU BLIC W O RK S

DESIGNED:

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

55 OF OF 94 56 OF95

CERTI FI CATE OF AUTHORI TY:000133

PROFESSI ONAL ENGI NEERI NG

DI SCI PLI NE:

GENERAL NOTES:

PAVEM ENT M ARKI NG SHEET

PT STA

Ê MASON ROAD

116+00

TRA N SPO RTA TIO N

115+00

M ULTI USE TRAI L

DATE:

RESURFACI NG AND

114+00

ELECTRONICALLY.

M ASON ROAD

113+00

12'

SIGN

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

EER

ST A

116+00.00

STA. +70

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

LINE STA.

SIGN

10'

212+00

MATCH

211+00

STA. +88

I N

ROAD STARBUCK

PT STA

MATCH LINE ST A. 112+00.00 111+99.89

E SS G I O NALEN

210+00

NUMBER PE-2006012377

112+00

FMI SSO

MICHAEL J. ROSBORG

PRO

209+00

O TE

RI U

209+05.20

REV.DATE

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

LEGEND:

AR-1746

C902.10 MARKING (SQ.FT.)

C902.10 STRIPING (L.F.)

FEDERAL PROJECT NO.

STP-5574(606) A

CROSSWALK LINE, WHITE, 12" WIDE

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

STOP BAR, WHITE, 24" WIDE

LANE LINE, SOLID, WHITE, 4" WIDE

E-W GATEWAY TIP NO.

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

PU BLIC W O RK S

DESIGNED:

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

56 OF OF 94 57 OF95

CERTI FI CATE OF AUTHORI TY:000133

PROFESSI ONAL ENGI NEERI NG

DI SCI PLI NE:

C902.10 1)

I N

120+00.00

GENERAL NOTES:

PAVEM ENT M ARKI NG SHEET

Ê MASON ROAD

TRA N SPO RTA TIO N

MATCH

1 2'

120+00

M ULTI USE TRAI L

DATE:

RESURFACI NG AND

119+00

ELECTRONICALLY.

M ASON ROAD

118+00

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

LINE STA.

117+00

EER

ST A

WHEATFIELD FARM ROAD 4'

STA. +41

E SS G I O NALEN

MATCH

SIGN

12'

STA. +57

116+00 12'

10'

116+00.00

216+00

NUMBER PE-2006012377

215+00

12'

LINE STA.

PRO

214+00

FMI SSO

MICHAEL J. ROSBORG

213+00

O TE

RI U

ON CONTROL VALVE GATI RRI I

REV.DATE

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

LEGEND:

AR-1746

C902.10 MARKING (SQ.FT.)

C902.10 STRIPING (L.F.)

FEDERAL PROJECT NO.

STP-5574(606) A

CROSSWALK LINE, WHITE, 12" WIDE

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

STOP BAR, WHITE, 24" WIDE

LANE LINE, SOLID, WHITE, 4" WIDE

E-W GATEWAY TIP NO.

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

FMI SSO

MICHAEL J. ROSBORG

C902.10 1)

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

PU BLIC W O RK S

DESIGNED:

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

58 57 OF OF 94 OF95

CERTI FI CATE OF AUTHORI TY:000133

PROFESSI ONAL ENGI NEERI NG

DI SCI PLI NE:

GENERAL NOTES:

PAVEM ENT M ARKI NG SHEET

TRA N SPO RTA TIO N

Ê MASON ROAD

M ULTI USE TRAI L

I N

124+00.00

124+00

123+00

DATE:

RESURFACI NG AND

122+00

ELECTRONICALLY.

M ASON ROAD

MATCH

12'

121+00

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

LINE STA.

12'

SIGN

12'

120+00

E SS G I O NALEN

MATCH

220+00

STA. +92

12'

LINE STA.

219+00

218+00

NUMBER PE-2006012377

120+00.00

PRO

217+00

EER

O TE

RI U

ST A

REV.DATE

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

LEGEND:

AR-1746

C902.10 MARKING (SQ.FT.)

C902.10 STRIPING (L.F.)

FEDERAL PROJECT NO.

STP-5574(606) A

CROSSWALK LINE, WHITE, 12" WIDE

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

STOP BAR, WHITE, 24" WIDE

LANE LINE, SOLID, WHITE, 4" WIDE

E-W GATEWAY TIP NO.

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP. ELECTRONICALLY.

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

59 95 58 OF 94 OF

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

TRA N SPO RTA TIO N

PU BLIC W O RK S

PAVEM ENT M ARKI NG SHEET

M ULTI USE TRAI L

C902.10

RESURFACI NG AND

M ASON ROAD

PT GENERAL NOTES:

PROFESSI ONAL ENGI NEERI NG

LINE STA.

DATE:

MATCH

Ê MASON ROAD

128+00

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

126+79.96

127+00

E SS G I O NALEN

STA

12'

MATCH

126+00

126+59.96

125+00

PC STA

124+00

12'

I N

128+00.00

PI STA. +76

EER

ST A

223+49.72 STA

WHEATFIELD FARM ROAD 10'

SIGN

12'

124+00.00

224+00

223+00

NUMBER PE-2006012377

222+00

FMI SSO

MICHAEL J. ROSBORG

PRO

221+00

O TE

RI U

LINE STA.

REV.DATE

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

LEGEND:

AR-1746

C902.10 MARKING (SQ.FT.)

C902.10 STRIPING (L.F.)

FEDERAL PROJECT NO.

STP-5574(606) A

CROSSWALK LINE, WHITE, 12" WIDE

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

STOP BAR, WHITE, 24" WIDE

LANE LINE, SOLID, WHITE, 4" WIDE

E-W GATEWAY TIP NO.

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

FMI SSO

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

59 OF OF 95 94 60 OF

CERTI FI CATE OF AUTHORI TY:000133

PROFESSI ONAL ENGI NEERI NG

DI SCI PLI NE:

PU BLIC W O RK S

PAVEM ENT M ARKI NG SHEET

TRA N SPO RTA TIO N

C902.10 1)

I N

132+00.00

GENERAL NOTES:

M ULTI USE TRAI L

DATE:

RESURFACI NG AND

D Ê MASON ROAD

132+00 12'

MATCH

131+00

130+00

ELECTRONICALLY.

M ASON ROAD

129+00

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

LINE STA.

12'

E SS G I O NALEN

MATCH

228+00

227+00

12'

128+00 12'

LINE STA.

226+00

NUMBER PE-2006012377

225+00

PRO

128+00.00

MICHAEL J. ROSBORG

EER

O TE

RI U

ST A

REV.DATE

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

LEGEND:

AR-1746

C902.10 MARKING (SQ.FT.)

C902.10 STRIPING (L.F.)

FEDERAL PROJECT NO.

STP-5574(606) A

CROSSWALK LINE, WHITE, 12" WIDE

EDGE LINE, PAVEMENT, SOLID WHITE, 4" WIDE

STOP BAR, WHITE, 24" WIDE

LANE LINE, SOLID, WHITE, 4" WIDE

E-W GATEWAY TIP NO.

6905A-20 MSD:

ARROW, TURN, WHITE, 15.5 SQ.FT.

CENTER LINE, SOLID DOUBLE, YELLOW, 4" WIDE EACH

DIAGONAL LINE, SOLID WHITE, 45°, 20' O.C., 24"

DIAGONAL LINE, SOLID YELLOW, 45°, 20' O.C., 24"

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

E SS G I O NALEN

SIGN

R B

+88.2 SIGN

2 0 '

' 5 2

NUMBER PE-2006012377

THIS SHEET HAS BEEN SIGNED, SEALED AND DATED

136+00

137+00

ON CONCRETE SURFACES PAINTED LINE STRIPING SHALL FOLLOW ALONG LONGITUDINAL PAVEMENT UNLESS OTHERWISE SHOWN ON THE PLANS. JOINTS

THRU ARROW MARKINGS (12.5 SQ.FT.) SHALL NOT BE USED, UNLESS OTHERWISE DIRECTED BY THE DEPARTMENT.

EXISTING STRIPING SHALL BE REMOVED AS DIRECTED BY THE DEPARTMENT.

M. ROSBORG

NON-INTERSECTIONAL CROSSWALK BLOCKS SHALL BE CENTERED ON THE LANE LINES AND TRAVEL LANES TO AVOID THE WHEEL PATHS OF VEHICLES.

DRAWN:

R. WATSON

CHECKED:

M. GRAVIETT SCALE

SHEET SEQUENCE:

60 OF OF 94 61 OF95

PROFESSI ONAL ENGI NEERI NG

DI SCI PLI NE:

TRA N SPO RTA TIO N

PU BLIC W O RK S

PAVEM ENT M ARKI NG SHEET

M ULTI USE TRAI L

C902.10

RESURFACI NG AND

M ASON ROAD

PAVEMENT MARKING

PC STA 136+90.37

MATCH EXISTING

PT STA 136+05.15

STA. +46.1

STA PRC

134+39.68 STA

STA. +92

Ê MASON ROAD

MATCH

4 16.8 135+

SIGN

134+00

133+00

0 135+0

CERTI FI CATE OF AUTHORI TY:000133

12' D

132+00

DATE:

GENERAL NOTES:

EER

ST A

MICHAEL J. ROSBORG

STA.

231+00

FMI SSO

I N

PAVEMENT MARKING SIGN

231+11.86 POT STA

MATCH EXISTING

PRO

SIGN

O TE

RI U

132+00.00

PAVEMENT MARKINGS

ELECTRONICALLY.

12'

LINE STA.

MATCH EXISTING

GUY

230+00

229+00

GAS RELEASE VALVE

MASONRIDGE ROAD

REV.DATE

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746

EXIST. PULL BOX #8 8

EXISTING

FEDERAL PROJECT NO.

USE IN PLACE

STP-5574(606)

PEDESTRIAN POLE STA. 102+90, EXIST. PULL BOX #9

36.5' LT

EXISTING POWER POLE

E-W GATEWAY TIP NO.

6905A-20

USE IN PLACE 4 62

MSD:

TO ' NE 0 I 0 L 3 P O ST

10' PEDESTAL

EXIST. 10' ESM'T EXIST. TRAIL ESM'T

POLE #1

EXIST. 5' SIDEWALK ESM'T

STA. 102+96, 35.2' LT.

19P & 20P

EXISTING SIGNAL POLE STA. 103+05, 27.1' LT. 1

50.4' LT.

E.B. LEFT - CLAYTON RD. (FYA) Ó 1 + O/L A

GUY GUY

4 1

15' PEDESTAL POLE #2

STA. 102+85, 45.9' LT.

SIGN

R Y G

M A

THE CONTROLLER UNIT SHALL BE NEMA CONFIGURATION.

STA. 103+03, 32.0' RT.

1 TRAFFIC SIGNAL PEDESTAL

R Y G

EXISTING SIGNAL POLE

20 'A RM

' 6 3

THE CABINET BACK PANEL SHALL BE COMPLETELY WIRED WITH

R Y Y

FOUR CONCURRENT PEDESTRIAN PHASES.

R Y G

EXIST. PULLBOX #10

EXISTING UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES, IF SHOWN 8

15' PEDESTAL POLE #4

STA. 102+87, 87.2' RT.

GUY

STA. 102+20, 28.4' LT.

GUY

EXCAVATION, OR CONSTRUCTION OF IMPROVEMENTS. 3 GV

STA. 102+23, 42.6' LT.

TRAFFIC SIGNAL PEDESTAL

STA. 102+18, 34.3' LT.

4 1

CONTRACTOR TO COORDINATE DELIVERY DATE AND TIME WITH ST. LOUIS COUNTY

5 GUY

R Y G

TO HAVE COMMUNICATIONS RESTORED TO THE SIGNAL ONCE MODIFICATIONS ARE COMPLETED. COMMUNICATIONS MAY ONLY BE DISRUPTED FOR A MINIMUM

EXISTING GUY WIRE POLE

OF 24 HOURS.

STA. 102+02, 22.9' LT.

A 5

51 7

SIGN SIGN SIGN

GUY

EXISTING POWER POLE

GUY GUY GUY

SIGN

HYD

STA. 101+75, 72.0' RT.

USE IN PLACE PULL BOXES ALONG THE CLAYTON ROAD CORRIDOR

300' T O STOP L INE

GUY

SIGNAL POLE #5 9.

EXIST. PULL BOX #11

GUY

INSTALL NEW 2" CONDUIT AND FIBER TO FIRE STATION ENTRANCE.

11 GV

USE IN PLACE

GUY

AR M

24 '

ESM'T

RO AD

EXIST. 5'

R Y G

SIGNAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIBER WORK NECESSARY

R Y Y

PULL BOX #4

R M

R Y G

ESM'T

R Y G

EXIST. 5'

CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING ALL EQUIPMENT IN

STA. 102+11, 20.0' LT. 7.

CL AY TO N

R Y Y

STAFF.

THE CABINET AND PROGRAMMING OF TIMINGS.

6/13/2023

STA. 102+19, 26.7' LT. 1

DELIVERING EQUIPMENT TO ST. LOUIS COUNTY MAINTENANCE COMPLEX

DATE:

STA. 101+92, 18.0' LT. EXIST. R/W PRIMUSSE

EXIST. 5' ELECTRIC ESM'T

EXIST. 10' ESM'T

EXISTING POWER POLE STA. 101+79, 23.7' RT.

HEADS.

STA. 101+81, 28.8' RT. EXISTING SIGNAL POLE STA. 101+83, 45.1' RT.

CONTRACTOR SHALL REMOVE THE EXISTING POLE MOUNTED SIGNAL 1

CABINET IN THE SW CORNER AND INSTALL A NEW SIGNAL CABINET IN THE NW CORNER. PULL BOX #5 4

CONTRACTOR TO INTERCEPT THE EXISTING POWER CONDUIT AT POWER POLE AND REROUTED THROUGH PB #2 AND INSTALL IN THE NEW SIGNAL CABINET.

STA. 101+83, 50.8' RT. SIGNAL POLE #7 STA. 101+80, 57.4' RT.

SI GNAL PLAN SHEET

M ASON ROAD

15' PEDESTAL POLE #6 REMOVE EXISTING SPAN WIRES, ASSOCIATED POLES, AND SIGNAL

M ULTI USE TRAI L

SIGNAL MODIFICATION NOTES:

RESURFACI NG AND

USE IN PLACE POLES THAT SUPPORT OVERHEAD UTILITIES NOT CONNECTED TO THE SIGNAL. DESIGNED:

INSTALL NEW PTZ CAMERA ANGLED PERPENDICULAR TO CLAYTON ROAD THROUGH

T. JARQUIO J. RENFRO

LANES.

DRAWN:

T. JARQUIO RENFRO J. CHECKED:

K. MILLER

SCALE

SHEET SEQUENCE:

62 OF 95 0

CERTI FI CATE OF AUTHORI TY:000133

ON EXISTING UTILITY POLE W

PROPERTY OF ST. LOUIS COUNTY. CONTRACTOR IS RESPONSIBLE FOR

TO FIRE STATION

EXISTING PEDESTAL POLE

Discipline: Professional Engineer

CONTINUE CONDUIT

DI SCI PLI NE:

UPON REMOVAL, ALL EXISTING TRAFFIC SIGNAL EQUIPMENT SHALL REMAIN

EXIST. 5' ESM'T

EXISTING SIGNAL CABINET 5.

Matthew Graviett PE-2018005006

EXIST. 10' ESM'T

COUNTY STANDARDS AND SPECIFICATIONS.

TRA N SPO RTA TIO N

ALL TRAFFIC SIGNAL EQUIPMENT SHALL CONFORM TO THE LATEST ST. LOUIS

NUMBER PE-2018005006

E SS G I O NALEN

PULL BOX #3

FMI SSO

MATTHEW LEE GRAVIETT

SIGN SIGN

ESM'T

EXISTING POWER POLE

PRO

OF THE CONTRACTOR, AND SHALL BE VERIFIED PRIOR TO ANY GRADING,

R Y G

EXIST. 20'

O TE

RI U

EITHER SHOWN OR NOT SHOWN ON THESE PLANS, SHALL BE THE RESPONSIBILITY

ST A

USE IN PLACE

ON THESE PLANS, SHALL BE CONSIDERED APPROXIMATE ONLY. VERIFICATION OF THE LOCATIONS OF ALL EXISTING FACILITIES, STRUCTURES, AND UTILITIES

STA. 102+91, 58.7' RT.

HARNESSES FOR 8-PHASE OPERATIONS WITH FOUR OVERLAPS AND

15' PEDESTAL POLE #8

EXIST. R/W

STA. 103+09, 30.7' RT.

STA. 102+74, 63.0' LT. 6

PULL BOX #6

SIGN

SIGNAL POLE #3 SIGNAL GENERAL NOTES:

STA. 103+15, 29.5' RT.

PROFESSI ONAL ENGI NEERI NG

Ó 4

PU BLIC W O RK S

N.B. - MASON RD.

SIGNAL POLE #9

STA. 102+85, 59.3' LT.

Ó 3 + PED.

REV.DATE

POWER SOURCE

EXIST. R/W

R O A D

W/ PED. WEST SIDE

PULL BOX #2 AND

S O N

S.B. - MASON RD.

Ó 6 + PED.

M A

W/ PED. SOUTH SIDE

SIGN

E.B. THRU - CLAYTON RD.

EER

STA. 102+93,

I N

SIGNAL CABINET

REVI SI ONS

Ó 2 + PED.

ADJUST TO GRADE

STA. 102+93, 42.1' LT.

SIGN

W.B. LEFT - CLAYTON RD.(FYA) Ó 5 + O/L C

STA. 102+96, 29.9' LT. DOUBLE PULL BOX #1

APP.

3 0 0 S ' T O T P O L I N E

DESCRI PTI ON

EXISTING PULL BOX #7 9

W/ PED. NORTH SIDE

MSD BASE MAP:

EXIST. R/W

SIGNAL PHASING

W.B. THRU - CLAYTON RD.

21MSD-00436

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

WIRING DIAGRAM

6905A-20 8

2-4" CONDUIT 15-7c#14 (SIGNAL)

14-2c#18 (S) 1-4pr.#24 (S)

2-1c#6 (POWER)

w/ TUBE JACKET

1-36c (FO)

IN SAWCUT

1-1c#6 (G) 4-1" CONDUIT

w/ TUBE JACKET

3-7c#14 (SIGNAL)

IN SAWCUT

CONDUIT CONTAINING CABLE WITH SIZE

1-1c#6 (G)

N.T.S.

CLA YTO N R D

2 2

IN SAWCUT

X-Xc

MA SO N

1-2c#18 w/ TUBE JACKET

CABLE

LIC

72 FIBER OPTIC

1-4" CONDUIT SPLICES IN BOX

2 1

#14 AWG DETECTOR LEAD-IN CABLE (2C TWISTED SHIELDED)

PULL BOX WITH NUMBER

POST WITH NUMBER

POST WITH MAST ARM

1-4" CONDUIT

1-7c#14 (SIGNAL)

2-7c#14 (SIGNAL)

1-5c#14 (PED) 1-4" CONDUIT

1-1c#6 (G)

1-2c#18

1-4c#18 (APS) 1-2" CONDUIT

1-2c#18 (S)

1-5c#14 (PED)

1-1c#6 (G)

1-4c#18 (APS)

MULTI-CONDUCTOR CABLE #16 AWG (UNLESS OTHERWISE INDICATED)

1-1c#6 (G)

w/ TUBE JACKET 1-5c#14 (PED)

IN SAWCUT

1-4c#18 (APS)

1-4" CONDUIT

5-2c#18 (S)

1-4" CONDUIT

1-36c (F0)

3-7c#14 (SIGNAL)

1-7c#14 (SIGNAL)

1-2c#18 (S) 2c#18

3-7c#14 (SIGNAL)

1-5c#14 (PED)

w/ TUBE JACKET

W/ TUBE JACKET

w/ TUBE JACKET

IN SAWCUT

4-2c#18 (S)

1-1c#6 (G)

POST WITH MAST ARM AND LUMINAIRE

1-2" CONDUIT 3-2c#18 (S)

UIP Ex 1" CONDUIT 1-4" CONDUIT

2-1c#14 w/ TUBE JACKET

Matthew Graviett PE-2018005006

8-7c#14 (SIGNAL)

3-5c#14 (PED)

w/ TUBE JACKET

NUMBER PE-2018005006

E SS G I O NALEN

1-36c (FO)

2c#18

MATTHEW LEE GRAVIETT

Discipline: Professional Engineer

DETECTOR WITH NUMBER DATE:

6/13/2023

3-4c#18 (APS) 7-2c#18 (S)

1-2" CONDUIT

1-2c#18 (S)

2c#18 4-1" CONDUIT

SIGNAL HEAD WITH NUMBER

1-36c (FO)

CO NT IN TO UE FI SI CO RE GN ND ST AL UI AT T CA IO BI N NE T

4-1c#14 w/ TUBE JACKET IN SAWCUT IN EACH CONDUIT EX CONDUIT 1-2c#18(S)

11 4-1" CONDUIT

DI SCI PLI NE:

IN SAWCUT

w/ TUBE JACKET

FMI SSO

1-36c (F0)

PRO

2c#18

UIP Ex 2-1c#18

O TE

RI U

1-2c#18 (S)

1-4c#18 (APS)

ST A

1-4c#18 (APS)

1-5c#14 (PED) IN SAWCUT

EER

1-4pr.#24 (S)

REVI SI ONS

LEGEND

1-2c#18

IN EACH CONDUIT

REV.DATE

1-4" CONDUIT

32 4-1c#14 w/ TUBE JACKET

I N

1-2" CONDUIT

1-2c#18

1-2c#18 (S)

1-2c#18

19P & 20P

Ex CONDUIT

SIGNAL CONTROLLER

POWER SUPPLY

4-1c#14 w/ TUBE JACKET 1-2c#18

LIGHTING CONTROLLER 1-2c#18

w/ TUBE JACKET

IN SAWCUT

1-36c (FO)

IN SAWCUT

1-4" CONDUIT

1-2" CONDUIT

EXISTING CONDUIT

4-7c#14 (SIGNAL)

UIP EX-1" CONDUIT

1-2c#18

1-2" CONDUIT

1-5c#14 (PED)

3-2c#18(S)

1-4c#18 (APS)

PUSHED CONDUIT

2-1c#14 w/ TUBE JACKET

w/ TUBE JACKET IN SAWCUT 2-2c#18 (S)

21 TRENCHED CONDUIT

36 FIBER OPTIC

SPLICES

1-4" CONDUIT

1-7c#14 (SIGNAL) 1-5c#14(PED)

1-2c#18 1-2c#18

w/ TUBE JACKET

3 3

1-1c#6(G)

w/ TUBE JACKET IN SAWCUT

IN SAWCUT

M ASON ROAD

32 5 2-1" CONDUIT

1-4" CONDUIT 3-7c#14 (SIGNAL)

2-1c#14 w/ TUBE JACKET IN EACH CONDUIT

1-4c#18(APS)

1-5c#14 (PED)

1-2c#18 (S) 1-1C#6(G)

5 6

M ULTI USE TRAI L

1-2c#18 (S)

IN SIGNAL CABINET

RESURFACI NG AND

1-4c#18(APS)

UIP EX-2c#18

PU BLIC W O RK S

w/ TUBE JACKET

TRA N SPO RTA TIO N

IN EACH CONDUIT

1-4" CONDUIT

1-7c#14 (SIGNAL) 1-5c#14 (PED)

1-4" CONDUIT

1-4c#18 (APS)

3-7c#14 (SIGNAL)

DESIGNED:

1-1c#6 (G)

J. JARQUIO T. RENFRO

1-2c#18 (S) 1-1c#6 (G)

DRAWN:

T. RENFRO J. JARQUIO CHECKED:

K. MILLER

Mason Road and Clayton Road

SHEET SEQUENCE:

63 OF 95 INTERSECTION

CERTI FI CATE OF AUTHORI TY:000133

6-4c#18 (APS)

PROFESSI ONAL ENGI NEERI NG

2-1c#6 (POWER)

MSD BASE MAP:

IN SAWED SLOT (TYP.)

DESCRI PTI ON

6-5c#14 (PED)

21MSD-00436

2-1c#14 w/ TUBE JACKET

APP.

1-2" CONDUIT

MSD:

1-1" CONDUIT

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

LOOP 904-01.13

Signal Head, Type 3T

EACH

904-01.14

Signal Head, Type 4T

EACH

904-02.13

Signal Head, Type 3S

EACH

904-05.43

Signal Head, Type 3B, Terminal Compartment,

BOX NO.

CONCRETE

REINFORCED PLASTIC MORTAR

STATION

OFFSET

SIDE

NO.

W/ CONC. APRON

DOUBLE

102+93

42.1'

EACH

SINGLE

102+85

59.3'

SINGLE

102+23

42.6'

SINGLE

102+11

20.0'

SINGLE

101+83

50.8'

SINGLE

103+09

30.7'

STANDARD

QUADROPOLE

(3-TURNS)

(2-4-2)

(2) 6'x 20'

and Astro Bracket Mounting 904-05.44

Signal Head, Type 4B, Terminal Compartment,

MSD BASE MAP:

SIZE AND TYPE OF LOOP

(2) 6'x 20'

CARD POSITION

CHANNEL

IN RACK

USED

and Astro Bracket Mounting 904-24.01

Signal Head, Type 1S, Pedestrian

EACH

904-27.15

Post, Signal, w/ Sq. Pedestal Base and Post Cap,

EACH

15' Maximum Total Height, Aluminum 904-28.10

Post, Signal, w/ Sq. Pedestal Base and Post Cap,

EACH

EXIST. 6'x 6' (2) 6'x 20' (2)

10' Maximum Total Height, Aluminum 904-29.06

6' Camera Mounting Assembly, Astro Bracket and

EACH

5 6

6'x 20'

Mounting Hardware 904-32.20

19' Pole, w/ 20' Mast Arm, Steel

EACH

904-32.24

19' Pole, w/ 24' Mast Arm, Steel

EACH

904-32.26

19' Pole, w/ 26' Mast Arm, Steel

EACH

904-32.36

19' Pole, w/ 36' Mast Arm, Steel

EACH

904-43.88

Controller, Fully Actuated, (8 Phase Timer, in

EACH

6'x 6' (2)

6'x 20'

EXIST. SINGLE

(2)

6'x 20'

Aluminum Cabinet Approx. 55"H X 44"W X 26"D, Wired for 8 Phase Operation) w/ 26"D, Wired for 8

(2)

6'x 20'

Phase Operation) w/ Internal Fiber Optic Modem and Termination Housing TS2, Type 2, w/ Battery Backup 904-49.22

Detector, Pedestrian Push Button, APS, Freezeproof

EACH

904-49.35

Detector, Vehicle Induction Loop, Card Rock Mtg.,

EACH

EXIST. 6'x 6'

19P & 20P

DESCRI PTI ON

LOCATION

REVI SI ONS

BOX TYPE

QUANTITY

APP.

UNIT

DESCRIPTION

21MSD-00436

DETECTOR SCHEDULE

REV.DATE

ITEM NO.

PULL BOX SCHEDULE

TRAFFIC SIGNAL ITEMS

Relay Outputs 904-49.51

Pan Tilt Zoom (PTZ) Internet Protocol

EACH

O TE

FMI SSO

MATTHEW LEE GRAVIETT

SIGNAL BASE AND EQUIPMENT SCHEDULE

RI U

ST A

2 Channel, w/ Delay and Extension Timing and

BASE TYPE

Conduit, 1"

L.F.

292

904-52.00

Conduit, 2"

L.F.

3204

904-54.00

Conduit, 4"

L.F.

393

904-82.06

Cable, Power, #6 Gauge, 1 Conductor

L.F.

110

904-83.05

Cable, Signal, #14 Gauge, 5 Conductor

L.F.

900

904-83.07

Cable, Signal, #14 Gauge, 7 Conductor

L.F.

2,810

904-84.00

Wire, Stranded Ground, #6 Gauge

L.F.

150

SIGNAL EQUIPMENT

POST TYPE

TYPE

STATION

OFFSET

SIDE

NUMBER PE-2018005006

E SS G I O NALEN

904-51.00

MAST ARM OR

I N

BASE NO.

PRO

CONCRETE

Bracket, Managed Ethernet Switch and Misc. Cables)

EER

VideoSurveillance Camera System (Camera w/

ALUMINUM SIGNAL POST

C-3

w/ SQUARE BASE PEDESTAL AND POST CAP

1-1S PED.(APPROX. 16"x18") 1-PUSH BUTTON

102+96

35.2'

LT Matthew Graviett PE-2018005006

(MAXIMUM TOTAL HEIGHT 10')

Discipline: Professional Engineer

w/ SQUARE BASE PEDESTAL AND POST CAP (MAXIMUM TOTAL HEIGHT 15')

904-85.05

Cable, Detector Loop, #14 Gauge, 1 Conductor,

L.F.

Cable, Detector Loop, #14 Gauge, 1 Conductor,

B-7

w/ 36' ARM & w/ 6' CAMERA MOUNTING ASSEMBLY

300 ALUMINUM SIGNAL POST

w/Tube Jacket (In Conduit and Pull Boxes) 904-85.06

STEEL TRAFFIC SIGNAL POLE

3 4

L.F.

C-3

1,120

w/ SQUARE BASE PEDESTAL AND POST CAP (MAXIMUM TOTAL HEIGHT 15')

Cable, Push Button and/or Detector Loop Lead-In,

1-1S PED.(APPROX. 16"x18")

102+85

45.9'

102+74

63.0'

102+20

28.4'

101+92

18.0'

101+81

28.8'

101+80

57.4'

103+03

32.0'

103+15

29.5'

102+93

50.4'

6/13/2023

1-PUSH BUTTON

1-4B w/ BP (ALL 12") 2-3B w/ BP (ALL 12") 1-PTZ VIDEO SURVEILLANCE CAMERA

1-4T w/ BP (ALL 12") 1-1S PED.(APPROX. 16"x18") 1-PUSH BUTTON

1-4B w/ BP (ALL 12")

w/Tube Jacket (In Sawed Slot) 904-85.18

DATE:

1-3T w/ BP (ALL 12")

L.F.

1,970

B-6

STEEL TRAFFIC SIGNAL POLE w/ 24' ARM

1-3B w/ BP (ALL 12") 1-3S w/ BP (ALL 12") 1-1S PED. (APPROX. 16"x18") 1-PUSH BUTTON

#18 Gauge, 2 Conductor (Shielded) L.F.

690

w/ SQUARE BASE PEDESTAL AND POST CAP (MAXIMUM TOTAL HEIGHT 15')

904-85.81

Cable, Communication, Power, PTZ Camera, Video

L.F.

1-4T w/ BP (ALL 12") 1-1S PED.(APPROX. 16"x18") 1-PUSH BUTTON

120

Detection Camera)#24 Gauge, 4 Pair (Shielded) 904-86.01

Power Supply Assembly, 120/240 Volt

EACH

904-88.01

Pull Box, Single, Concrete

EACH

B-6

C-3

STEEL TRAFFIC SIGNAL POLE w/ 26' ARM

ALUMINUM SIGNAL POST

904-88.02

Pull Box, Double, Concrete

EACH

904-91.56

Base, Type B-6, Concrete

EACH

904-91.57

Base, Type B-7, Concrete

EACH

904-91.73

Base, Type C-3, Concrete

EACH

904-91.88

Base, Type D-8PH, Concrete

EACH

904-97.20

Removal of Signal Equipment (Intersection)

EACH

904-97.43

Removal of Power Supply Assembly

EACH

904-98.81

Relocation of Existing Interconnect Cable

L.F.

8,260

904-70.99

Conduit Repair (locate broken conduit, excavate,

EACH

w/ SQUARE BASE PEDESTAL AND POST CAP (MAXIMUM TOTAL HEIGHT 15')

B-6

1-4B w/ BP (ALL 12") 1-3B w/ BP (ALL 12") 1-3S w/ BP (ALL 12")

1-4T w/ BP (ALL 12") 1-1S PED.(APPROX. 16"x18") 1-PUSH BUTTON

STEEL TRAFFIC SIGNAL POLE

1-3B w/ BP (ALL 12")

w/ 20' ARM

1-3S w/ BP (ALL 12")

CONTROLLER GROUND MOUNT

D-8PH

ALUMINUM CABINET (APPROX. 55"Hx44"Wx26"D) w/ BATTERY BACKUP

PU BLIC W O RK S

Cable, Communication, #18 Gauge, 4 Conductor (APS)

C-3

TRA N SPO RTA TIO N

904-85.34

ALUMINUM SIGNAL POST

sidewalk or pavement removal or replacement)

904-99.09

Fiber Optic Termination

EACH

904-99.10

Fiber Optic Fusion Splice

EACH

M ULTI USE TRAI L

include

M ASON ROAD

reinstall cable, backfill and restore)(Does not

RESURFACI NG AND

remove exisitng cable, repair/replace conduit,

DESIGNED:

J. JARQUIO DRAWN:

J. JARQUIO T. RENFRO CHECKED:

K. MILLER SHEET SEQUENCE:

64 OF 95

CERTI FI CATE OF AUTHORI TY:000133

C-3

DI SCI PLI NE:

PROFESSI ONAL ENGI NEERI NG

ALUMINUM SIGNAL POST

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

EL 634.86 OFF 12.0'

630 -140

630 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 200+75.00 C = 0 CY

F = 1 CY

650

ST A

EL 635.75 OFF 12.0'

5.0%10.1%

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

640

PRO

640

PG EL 636.07

660

R/W

660

EER

5.0% 9.6%

NUMBER PE-2018005006

I N

1.5%

REV.DATE

640

DESCRI PTI ON

650

APP.

650 635.18

660

R/W

660

REVI SI ONS

19P & 20P

E SS G I O NALEN

Matthew Graviett PE-2018005006

630 -140

630 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

Discipline: Professional Engineer

DATE:

6/13/2023

F = 2 CY

630 -140

DI SCI PLI NE:

5.0% 6.9%

630 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 200+25.00

650

640

650

M ULTI USE TRAI L

660

PG EL 638.46

660

R/W

670

RESURFACI NG AND

F = 2 CY

M ASON ROAD

C = 2 CY 670

CROSS SECTI ON SHEET 1 OF 31

1.5%

PU BLIC W O RK S

640

TRA N SPO RTA TIO N

640

650

EL 636.91 OFF 12.0'

650

PG EL 637.23

R/W

660

640 1.5%

DESIGNED:

T. RENFRO 630 -140

630 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 200+00.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 0 CY

F = 0 CY

SHEET SEQUENCE:

65 OF 95

PROPOSED MULTI-USE TRAIL STA. 200+00.00 TO STA. 200+75.00

CERTI FI CATE OF AUTHORI TY:000133

C = 0 CY 660

PROFESSI ONAL ENGI NEERI NG

STA. 200+50.00

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

EL 631.15 OFF 12.0'

620

620 -120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 201+75.00 C = 2 CY

F = 0 CY 660

1.5%

NUMBER PE-2018005006

Matthew Graviett PE-2018005006

640

Discipline: Professional Engineer

DATE:

6/13/2023

5.0%15.9%

630 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

630 -140

MATTHEW LEE GRAVIETT

E SS G I O NALEN

EL 632.03 OFF 12.0'

PG EL 632.35

640

FMI SSO

R/W

650

PRO

650

O TE

RI U

ST A

660

STA. 201+50.00

650

EL 632.91 OFF 12.0'

640

PG EL 633.23

650 R/W

660

1.5%

640

% 5.0% 15.7

630 -140

PU BLIC W O RK S

F = 1 CY

TRA N SPO RTA TIO N

C = 2 CY 660

630 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 633.87 OFF 12.0'

640

1.5%

CROSS SECTI ON SHEET 2 OF 31

650 PG EL 634.19

650 R/W

660

M ULTI USE TRAI L

F = 1 CY

M ASON ROAD

C = 1 CY 660

RESURFACI NG AND

STA. 201+25.00

640

5.0%13.0%

DESIGNED:

T. RENFRO 630 -140

630 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 201+00.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 1 CY

F = 1 CY

SHEET SEQUENCE:

66 OF 95

PROPOSED MULTI-USE TRAIL STA. 201+00.00 TO STA. 201+75.00

CERTI FI CATE OF AUTHORI TY:000133

-130

PROFESSI ONAL ENGI NEERI NG

-140

EER

630

I N

5.0%15.2%

630

REV.DATE

1.5%

640

DESCRI PTI ON

650

APP.

650

PG EL 631.47

660

R/W

660

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

660

650

630

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DESCRI PTI ON REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

STA. 202+50.00 C = 2 CY

FMI SSO RI U

-140

620

PRO

620

O TE

EER

1% 17.

ST A

5.0%

I N

1.5%

630

640

EL 629.62 OFF 16.0'

640

PG EL 630.14

R/W

660

APP.

REVI SI ONS

19P & 20P

F = 0 CY

Matthew Graviett PE-2018005006

660

Discipline: Professional Engineer

DATE:

9.7%

620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 202+25.00

EL 630.59 OFF 12.0'

640

1.5%

630

640

5.0% 12.5%

M ULTI USE TRAI L

650

PG EL 630.91

650

R/W

660

RESURFACI NG AND

F = 0 CY

M ASON ROAD

C = 2 CY 660

PU BLIC W O RK S

630

CROSS SECTI ON SHEET 3 OF 31

5.0%

630

DESIGNED:

T. RENFRO 620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 202+00.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 2 CY

F = 0 CY

SHEET SEQUENCE:

67 OF 95

PROPOSED MULTI-USE TRAIL STA. 202+00.00 TO STA. 202+50.00

CERTI FI CATE OF AUTHORI TY:000133

640

TRA N SPO RTA TIO N

1.5%

630

DI SCI PLI NE:

EL 630.09 OFF 12.0'

640

PG EL 630.41

650

R/W

650

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

660

650

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DESCRI PTI ON REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

STA. 203+25.00 C = 2 CY

FMI SSO RI U

-140

620

PRO

620

O TE

EER

630

% 14.2

I N

5.0%

ST A

1.5%

640

630

EL 628.80 OFF 16.0'

640

PG EL 629.32

R/W

660

APP.

REVI SI ONS

19P & 20P

F = 2 CY

Matthew Graviett PE-2018005006

660

Discipline: Professional Engineer

DATE:

620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 203+00.00

630

EL 629.36 OFF 16.0'

640

1.5%

5.0%

640

M ULTI USE TRAI L

650

PG EL 629.88

650

R/W

660

RESURFACI NG AND

F = 2 CY

M ASON ROAD

C = 2 CY 660

630

% 12.9

DESIGNED:

T. RENFRO 620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 202+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 2 CY

F = 1 CY

SHEET SEQUENCE:

68 OF 95

PROPOSED MULTI-USE TRAIL STA. 202+75.00 TO STA. 203+25.00

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

630

12.2%

PU BLIC W O RK S

5.0%

CROSS SECTI ON SHEET 4 OF 31

1.5%

640

TRA N SPO RTA TIO N

630

EL 629.08 OFF 16.0'

640

PG EL 629.60

650

R/W

650

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

660

650

5.0%

DESCRI PTI ON REV.DATE

10.8%

-140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

FMI SSO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

STA. 204+00.00 C = 1 CY

PRO

620

O TE

RI U

ST A

1.5%

EER

630

I N

640

630

EL 627.45 OFF 16.0'

640

PG EL 627.97

R/W

660

APP.

REVI SI ONS

19P & 20P

F = 3 CY

Matthew Graviett PE-2018005006

660

Discipline: Professional Engineer

DATE:

12.2%

620

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 203+75.00

630

EL 628.45 OFF 16.0'

640

1.5%

5.0%

640

M ULTI USE TRAI L

650

PG EL 628.97

650

R/W

660

RESURFACI NG AND

F = 2 CY

M ASON ROAD

C = 1 CY 660

CROSS SECTI ON SHEET 5 OF 31

5.0%

PU BLIC W O RK S

630 1.5%

-140

630

% 14.9

DESIGNED:

T. RENFRO 620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 203+50.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 2 CY

F = 2 CY

SHEET SEQUENCE:

69 OF 95

PROPOSED MULTI-USE TRAIL STA. 203+50.00 TO STA. 204+00.00

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

640

TRA N SPO RTA TIO N

630

EL 628.02 OFF 16.0'

640

PG EL 628.54

650

R/W

650

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

11.2%

620 -120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 205+00.00 C = 8 CY

F = 1 CY 650

EL 624.77 OFF 16.0'

PG EL 625.29

630

DESCRI PTI ON REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006

630

Discipline: Professional Engineer

DATE:

6/13/2023 1.5%

5.0%

10.6%

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

620 -140

FMI SSO

R/W

640

PRO

640

O TE

RI U

ST A

650

STA. 204+75.00

640 EL 625.81 OFF 16.0'

630

PG EL 626.33

640

R/W

650

1.5%

5.0%

630

10.8%

620 -140

PU BLIC W O RK S

F = 2 CY

TRA N SPO RTA TIO N

C = 5 CY 650

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

630

CROSS SECTI ON SHEET 6 OF 31

640

EL 626.68 OFF 16.0'

640

PG EL 627.20

R/W

650

M ULTI USE TRAI L

F = 2 CY

M ASON ROAD

C = 1 CY 650

RESURFACI NG AND

STA. 204+50.00

630 1.5%

5.0%

10.6%

DESIGNED:

T. RENFRO 620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 204+25.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 1 CY

F = 2 CY

SHEET SEQUENCE:

70 OF 95

PROPOSED MULTI-USE TRAIL STA. 204+25.00 TO STA. 205+00.00

CERTI FI CATE OF AUTHORI TY:000133

-130

PROFESSI ONAL ENGI NEERI NG

-140

620

EER

5.0%

I N

1.5%

630

EL 623.69 OFF 16.0'

630

APP.

640

640 PG EL 624.21

650

R/W

650

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

650

21MSD-00436

650

MSD BASE MAP:

19P & 20P

5.0%

620

9.6%

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 206+00.00 C = 6 CY

F = 1 CY

640

EL 620.38 OFF 16.0'

REVI SI ONS

DESCRI PTI ON

FMI SSO

MATTHEW LEE GRAVIETT

RI U

5.0%

O TE

NUMBER PE-2018005006

E SS G I O NALEN

1.5%

620

630

PRO

630

ST A

640

PG EL 620.90

650

R/W

650

EER

-130

I N

-140

610

REV.DATE

1.5%

630

APP.

620

EL 619.29 OFF 16.0'

630

PG EL 619.81

640

R/W

640

8.5%

Matthew Graviett PE-2018005006

620

Discipline: Professional Engineer

DATE:

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 205+75.00

640

EL 621.42 OFF 16.0'

630

PG EL 621.94

640

R/W

650

1.5%

630

9.7%

5.0%

620 -140

PU BLIC W O RK S

F = 1 CY

TRA N SPO RTA TIO N

C = 6 CY 650

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 622.54 OFF 16.0'

630

1.5%

5.0%

630

DESIGNED:

10.4%

T. RENFRO

620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

CROSS SECTI ON SHEET 7 OF 31

640

PG EL 623.06

640 R/W

650

M ULTI USE TRAI L

F = 1 CY

M ASON ROAD

C = 7 CY 650

RESURFACI NG AND

STA. 205+50.00

100

110

120

130

STA. 205+25.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 8 CY

F = 1 CY

SHEET SEQUENCE:

71 OF 95

PROPOSED MULTI-USE TRAIL STA. 205+25.00 TO STA. 206+00.00

CERTI FI CATE OF AUTHORI TY:000133

-140

610 DI SCI PLI NE:

610

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

EL 616.28 OFF 16.0'

-140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 206+75.00 C = 2 CY

F = 0 CY

EL 617.55 OFF 22.7'

ST A

EL 616.96 OFF 10.0'

620 4.65%

1.5%

PRO

620

630

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

630

PG EL 617.11

640

R/W

640

EER

610

NUMBER PE-2018005006

I N

9.8%

1.5%

REV.DATE

1.5%

620

DESCRI PTI ON

630

APP.

630

PG EL 616.52

640

R/W

640

REVI SI ONS

19P & 20P

E SS G I O NALEN

Matthew Graviett PE-2018005006

610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

Discipline: Professional Engineer

DATE:

6/13/2023

640

5.0%

610 -140

DI SCI PLI NE:

14.5%

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 206+50.00

620

EL 618.19 OFF 16.0'

630

M ULTI USE TRAI L

640

PG EL 618.71

640

R/W

650

RESURFACI NG AND

F = 0 CY

M ASON ROAD

C = 3 CY 650

CROSS SECTI ON SHEET 8 OF 31

1.5%

PU BLIC W O RK S

620

TRA N SPO RTA TIO N

620

630

EL 617.01 OFF 16.0'

630

PG EL 617.52

R/W

SEE QUANTITIES TABLE FOR EARTHWORK

620 1.5%

5.0%

11.1%

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 206+25.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 6 CY

F = 1 CY

SHEET SEQUENCE:

72 OF 95

PROPOSED MULTI-USE TRAIL STA. 206+25.00 TO STA. 206+75.00

CERTI FI CATE OF AUTHORI TY:000133

DRIVEWAY LT 640

PROFESSI ONAL ENGI NEERI NG

STA. 206+59.44

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

4% 19.

610 -120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 207+75.00 C = 5 CY

F = 0 CY 640

EL 613.74 OFF 16.0'

PG EL 614.26

620

REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006

620

Discipline: Professional Engineer

DATE:

6/13/2023 1.5%

5.0%

% 15.9

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

610 -140

FMI SSO

R/W

630

PRO

630

O TE

RI U

ST A

640

STA. 207+50.00

630 EL 614.44 OFF 16.0'

620

PG EL 614.96

630 R/W

640

1.5%

5.0%

620

% 15.6

610 -140

PU BLIC W O RK S

F = 0 CY

TRA N SPO RTA TIO N

C = 7 CY 640

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 615.14 OFF 16.0'

620

1.5%

5.0%

CROSS SECTI ON SHEET 9 OF 31

630 PG EL 615.66

630

R/W

640

M ULTI USE TRAI L

F = 0 CY

M ASON ROAD

C = 7 CY 640

RESURFACI NG AND

STA. 207+25.00

620

% 14.0

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 207+00.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 7 CY

F = 0 CY

SHEET SEQUENCE:

73 OF 95

PROPOSED MULTI-USE TRAIL STA. 207+00.00 TO STA. 207+75.00

CERTI FI CATE OF AUTHORI TY:000133

-130

PROFESSI ONAL ENGI NEERI NG

-140

610

EER

5.0%

I N

1.5%

620

EL 613.04 OFF 16.0'

PG EL 613.56

620

DESCRI PTI ON

630

APP.

630

640

R/W

640

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

630

DESCRI PTI ON

630

APP.

640

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 208+75.00 C = 3 CY

F = 0 CY 640

1.5%

5.0%

REV.DATE

NUMBER PE-2018005006

Matthew Graviett PE-2018005006

620

Discipline: Professional Engineer

DATE:

6/13/2023

11.3%

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

610 -140

MATTHEW LEE GRAVIETT

E SS G I O NALEN

EL 611.81 OFF 16.0'

PG EL 612.33

620

FMI SSO

R/W

630

PRO

630

O TE

RI U

ST A

640

STA. 208+50.00

630

EL 612.13 OFF 16.0'

620

PG EL 612.65

630 R/W

640

1.5%

5.0%

620

% 15.0

610 -140

PU BLIC W O RK S

F = 0 CY

TRA N SPO RTA TIO N

C = 3 CY 640

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 612.44 OFF 16.0'

620

1.5%

5.0%

620

DESIGNED:

5% 19.

T. RENFRO

610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

CROSS SECTI ON SHEET 10 OF 31

630

PG EL 612.96

630 R/W

640

M ULTI USE TRAI L

F = 1 CY

M ASON ROAD

C = 4 CY 640

RESURFACI NG AND

STA. 208+25.00

100

110

120

130

STA. 208+00.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 4 CY

F = 1 CY

SHEET SEQUENCE:

74 OF 95

PROPOSED MULTI-USE TRAIL STA. 208+00.00 TO STA. 208+75.00

CERTI FI CATE OF AUTHORI TY:000133

-140

610

EER

% 13.7

I N

5.0%

PROFESSI ONAL ENGI NEERI NG

1.5%

620

EL 611.41 OFF 16.0'

620

PG EL 611.93

R/W

640

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

STARBUCK ROAD

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 210+11.10 SIDESTREET LT 640

640

SEE QUANTITIES TABLE FOR EARTHWORK

EL 610.61 OFF 16.0' 5.0%

2% 18.

DESCRI PTI ON

REVI SI ONS

PRO

610

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

1.5%

610

620

ST A

620

PG EL 611.13

630

R/W

630

EER

-130

NUMBER PE-2018005006

I N

-140

610

APP.

610

1.0%

REV.DATE

1.1%

620

EL 612.06 OFF 22.7'

620

630

EL 611.92 OFF 8.2'

EL 612.18 OFF -15.3'

630

E SS G I O NALEN

Matthew Graviett PE-2018005006

600 -140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

Discipline: Professional Engineer

DATE:

6/13/2023

640

EL 610.83 OFF 16.0' 5.0%

% 15.5

610

600

-140

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

PU BLIC W O RK S

1.5%

620

TRA N SPO RTA TIO N

620

PG EL 611.35

630

R/W

630

140

EL 611.07 OFF 16.0'

620

PG EL 611.59

630

R/W

630

620

DESIGNED: 1.5%

5.0%

T. RENFRO

% 14.6

610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

CROSS SECTI ON SHEET 11 OF 31

640

M ULTI USE TRAI L

F = 0 CY

RESURFACI NG AND

C = 6 CY

640

M ASON ROAD

STA. 209+25.00

100

110

120

130

STA. 209+00.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 4 CY

F = 0 CY

SHEET SEQUENCE:

75 OF 95

PROPOSED MULTI-USE TRAIL STA. 209+00.00 TO STA. 210+11.10

CERTI FI CATE OF AUTHORI TY:000133

F = 0 CY

DI SCI PLI NE:

C = 6 CY

640

PROFESSI ONAL ENGI NEERI NG

STA. 209+50.00

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

640

21MSD-00436

640

MSD BASE MAP:

19P & 20P

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 211+50.00 C = 1 CY

640

F = 2 CY

640

EL 611.90 OFF 16.0' 5.0%

1% 18.

-140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

REVI SI ONS

DESCRI PTI ON

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

C = 1 CY

FMI SSO

E SS G I O NALEN

STA. 211+25.00 640

PRO

610

O TE

RI U

1.5%

620

ST A

620

PG EL 612.42

630

R/W

630

EER

-140

610

I N

610

APP.

% 13.8

5.0%

REV.DATE

1.5%

620

EL 612.54 OFF 16.0'

620

613.06

630 R/W

630

Matthew Graviett PE-2018005006

F = 4 CY

640

Discipline: Professional Engineer

DATE:

610

600

-140

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 211+00.00 F = 3 CY

1.5%

5.0%

620

7% 21.

610

M ULTI USE TRAI L

EL 610.96 OFF 16.0'

620

PG EL 611.48

630

R/W

630

RESURFACI NG AND

640

M ASON ROAD

C = 4 CY

640

PU BLIC W O RK S

8% 22.

CROSS SECTI ON SHEET 12 OF 31

5.0%

610

DESIGNED:

T. RENFRO 600 -140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 210+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 3 CY

F = 1 CY

SHEET SEQUENCE:

76 OF 95

PROPOSED MULTI-USE TRAIL STA. 210+75.00 TO STA. 211+50.00

CERTI FI CATE OF AUTHORI TY:000133

620

TRA N SPO RTA TIO N

1.5%

DI SCI PLI NE:

EL 611.23 OFF 16.0'

620

PG EL 611.75

630

R/W

630

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

% 14.9

610 -120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 212+50.00 C = 3 CY

F = 1 CY

640

EL 613.56 OFF 16.0'

PG EL 614.08

620

DESCRI PTI ON REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006

620

Discipline: Professional Engineer

DATE:

6/13/2023 1.5%

5.0%

% 13.9

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

610 -140

FMI SSO

R/W

630

PRO

630

O TE

RI U

ST A

640

630 EL 613.27 OFF 16.0'

620

1.5%

5.0%

620

12.5%

610 -140

PU BLIC W O RK S

630 PG EL 613.79

640

R/W

640

TRA N SPO RTA TIO N

STA. 212+25.00

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 612.94 OFF 16.0'

620

PG EL 613.46

630 R/W

630

1.5%

5.0%

620

DESIGNED:

12.5%

T. RENFRO

610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

CROSS SECTI ON SHEET 13 OF 31

640

M ULTI USE TRAI L

F = 1 CY

RESURFACI NG AND

C = 2 CY

640

M ASON ROAD

STA. 212+00.00

100

110

120

130

STA. 211+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 2 CY

F = 2 CY

SHEET SEQUENCE:

77 OF 95

PROPOSED MULTI-USE TRAIL STA. 211+75.00 TO STA. 212+50.00

CERTI FI CATE OF AUTHORI TY:000133

-130

PROFESSI ONAL ENGI NEERI NG

-140

610

EER

5.0%

I N

1.5%

620

EL 613.85 OFF 16.0'

620

APP.

630

630 PG EL 614.37

640

R/W

640

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

610 -120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 213+50.00 C = 2 CY

F = 0 CY

640

EL 614.79 OFF 16.0'

PG EL 615.31

620

REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006

620

Discipline: Professional Engineer

DATE: 1.5%

5.0%

6/13/2023

% 14.3

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

610 -140

FMI SSO

R/W

630

PRO

630

O TE

RI U

ST A

640

STA. 213+25.00 C = 3 CY

640

F = 0 CY

640

5.0%

620

% 15.8

610 -140

PU BLIC W O RK S

1.5%

TRA N SPO RTA TIO N

EL 614.36 OFF 16.0'

620

PG EL 614.88

630 R/W

630

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 614.06 OFF 16.0'

620

PG EL 614.58

630 R/W

630

1.5%

5.0%

CROSS SECTI ON SHEET 14 OF 31

640

M ULTI USE TRAI L

F = 0 CY

RESURFACI NG AND

C = 4 CY

640

M ASON ROAD

STA. 213+00.00

620

% 15.9

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 212+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 4 CY

F = 0 CY

SHEET SEQUENCE:

78 OF 95

PROPOSED MULTI-USE TRAIL STA. 212+75.00 TO STA. 213+50.00

CERTI FI CATE OF AUTHORI TY:000133

-130

PROFESSI ONAL ENGI NEERI NG

-140

610

EER

% 13.3

I N

5.0%

620

1.5%

EL 615.18 OFF 16.0'

620

DESCRI PTI ON

630

APP.

630

PG EL 615.70

640

R/W

640

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

640

DESCRI PTI ON

640

APP.

650

610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

ST A 630

FMI SSO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

WHEATFIELD FARM ROAD

EL 617.72 OFF 22.9'

630

F = 1 CY

PRO

EL 617.37 OFF -19.1'

C = 3 CY

O TE

RI U

STA. 215+50.00

EER

5.0%

12.5%

I N

620 1.5%

REV.DATE

630

620

EL 617.70 OFF 16.0'

630

PG EL 618.22

R/W

650

REVI SI ONS

19P & 20P

Matthew Graviett PE-2018005006

620

Discipline: Professional Engineer

DATE:

0.8%

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 214+81.03 SIDESTREET LT 640

640

SEE QUANTITIES TABLE FOR EARTHWORK

5.0%

620

% 14.5

610 -140

PU BLIC W O RK S

1.5%

TRA N SPO RTA TIO N

EL 615.86 OFF 16.0'

620

630

PG EL 616.38

R/W

630

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

1.5%

5.0%

CROSS SECTI ON SHEET 15 OF 31

M ULTI USE TRAI L

EL 615.59 OFF 16.0'

620

640

630

PG EL 616.11

R/W

630

F = 0 CY

RESURFACI NG AND

C = 3 CY

640

M ASON ROAD

STA. 214+00.00

620

12.2%

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 213+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 2 CY

F = 0 CY

SHEET SEQUENCE:

79 OF 95

PROPOSED MULTI-USE TRAIL STA. 213+75.00 TO STA. 215+50.00

CERTI FI CATE OF AUTHORI TY:000133

-140

610 DI SCI PLI NE:

610

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

650

640

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DESCRI PTI ON REV.DATE

NUMBER PE-2018005006

C = 5 CY

MATTHEW LEE GRAVIETT

E SS G I O NALEN

STA. 216+25.00 650

FMI SSO RI U

-140

610

PRO

610

O TE

EER

620

10.2%

I N

5.0%

ST A

1.5%

630

620

EL 618.61 OFF 16.0'

630

PG EL 619.13

R/W

650

APP.

REVI SI ONS

19P & 20P

Matthew Graviett PE-2018005006

F = 0 CY

650

Discipline: Professional Engineer

DATE:

610 -140

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 216+00.00 F = 0 CY

620

630

M ULTI USE TRAI L

EL 618.20 OFF 16.0'

630

PG EL 618.72

640

R/W

640

RESURFACI NG AND

650

M ASON ROAD

C = 5 CY

650

620 1.5%

5.0%

9.9%

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 215+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 5 CY

F = 0 CY

SHEET SEQUENCE:

80 OF 95

PROPOSED MULTI-USE TRAIL STA. 215+75.00 TO STA. 216+25.00

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

610

PU BLIC W O RK S

620

8.3%

5.0%

CROSS SECTI ON SHEET 16 OF 31

1.5%

630

TRA N SPO RTA TIO N

620

EL 618.58 OFF 16.0'

630

PG EL 619.10

640

R/W

640

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

650

640

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DESCRI PTI ON REV.DATE

NUMBER PE-2018005006

C = 7 CY

MATTHEW LEE GRAVIETT

E SS G I O NALEN

STA. 217+00.00 650

FMI SSO RI U

-140

610

PRO

610

O TE

EER

620

% 12.9

I N

5.0%

ST A

1.5%

630

620

EL 618.31 OFF 16.0'

630

PG EL 618.83

R/W

650

APP.

REVI SI ONS

19P & 20P

Matthew Graviett PE-2018005006

F = 0 CY

650

Discipline: Professional Engineer

DATE:

610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 216+75.00 F = 0 CY

620

1.5%

5.0%

630

M ULTI USE TRAI L

EL 618.57 OFF 16.0'

630

PG EL 619.09

640

R/W

640

RESURFACI NG AND

650

M ASON ROAD

C = 7 CY

650

620

12.0%

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 216+50.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

81 OF 95

PROPOSED MULTI-USE TRAIL STA. 216+50.00 TO STA. 217+00.00

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

620

% 13.0

PU BLIC W O RK S

5.0%

CROSS SECTI ON SHEET 17 OF 31

1.5%

630

TRA N SPO RTA TIO N

620

EL 618.46 OFF 16.0'

630

PG EL 618.98

640

R/W

640

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

640

21MSD-00436

640

MSD BASE MAP:

-140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 218+00.00

630

620

640

EL 617.24 OFF 16.0'

R/W

F = 0 CY

PG EL 617.76

C = 6 CY

640

630

620 5.0%

DESCRI PTI ON

0% 17.

-140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

C = 8 CY

FMI SSO

E SS G I O NALEN

STA. 217+75.00 650

PRO

610

O TE

RI U

ST A

1.5%

EER

610

I N

% 13.2

REVI SI ONS

5.0%

APP.

1.5%

620

REV.DATE

EL 616.83 OFF 16.0'

630

620

PG EL 617.35

R/W

630

EL 617.19 OFF -0.6'

19P & 20P

Matthew Graviett PE-2018005006

F = 0 CY

650

Discipline: Professional Engineer

DATE:

610

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 217+50.00 F = 0 CY

620

630

M ULTI USE TRAI L

EL 618.14 OFF 16.0'

630

PG EL 618.66

640

R/W

640

RESURFACI NG AND

650

M ASON ROAD

C = 8 CY

650

CROSS SECTI ON SHEET 18 OF 31

5.0%

% 14.1

PU BLIC W O RK S

620 1.5%

-140

620 1.5%

5.0%

12.1%

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 217+25.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 7 CY

F = 0 CY

SHEET SEQUENCE:

82 OF 95

PROPOSED MULTI-USE TRAIL STA. 217+25.00 TO STA. 218+00.00

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

630

TRA N SPO RTA TIO N

620

EL 617.72 OFF 16.0'

630

PG EL 618.24

640

R/W

640

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 218+76.63 DRIVEWAY LT 640

640

EL 614.90 OFF 10.0'

PG EL 615.05

R/W EX

620

DESCRI PTI ON

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006

620

Discipline: Professional Engineer

DATE:

6/13/2023 7.1%

1.5%

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

610 -140

FMI SSO

EL 615.07 OFF -1.5'

630

PRO

630

O TE

RI U

ST A

SEE QUANTITIES TABLE FOR EARTHWORK

STA. 218+75.00

1.5%

620

12.1%

610 -140

PU BLIC W O RK S

1.5%

TRA N SPO RTA TIO N

EL 615.82 OFF 16.0'

620

640

630 PG EL 616.06

EL 615.89 OFF -0.7'

630

F = 0 CY

R/W

C = 1 CY

640

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

620

CROSS SECTI ON SHEET 19 OF 31

M ULTI USE TRAI L

630

RESURFACI NG AND

640

EL 616.29 OFF 16.0'

PG EL 616.81

630

EL 616.55 OFF -1.0'

F = 0 CY

R/W

C = 3 CY

640

M ASON ROAD

STA. 218+50.00

620 1.5%

5.0%

% 13.1

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 218+25.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 5 CY

F = 0 CY

SHEET SEQUENCE:

83 OF 95

PROPOSED MULTI-USE TRAIL STA. 218+25.00 TO STA. 218+76.63

CERTI FI CATE OF AUTHORI TY:000133

-120

PROFESSI ONAL ENGI NEERI NG

-130

EER

610

I N

610 -140

APP. BY

6.7%

1.5%

REV.DATE

620

EL 614.90 OFF 10.0'

620

EL 615.65 OFF 21.3'

630 PG EL 615.00

630

R/W

640

EL 615.02 OFF -1.5'

640

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

EL 610.27 OFF 16.0'

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 219+75.00 C = 5 CY

F = 0 CY

640

1.5%

NUMBER PE-2018005006

5.0%

Matthew Graviett PE-2018005006

620

Discipline: Professional Engineer

DATE:

6/13/2023

6% 17.

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

610 -140

MATTHEW LEE GRAVIETT

E SS G I O NALEN

EL 611.48 OFF 16.0'

PG EL 612.00

620

FMI SSO

R/W

630

PRO

630

O TE

RI U

ST A

640

STA. 219+50.00 C = 5 CY

640

F = 0 CY

640

5.0%

620

1% 18.

610 -140

PU BLIC W O RK S

1.5%

TRA N SPO RTA TIO N

EL 612.60 OFF 16.0'

620

PG EL 613.12

630 R/W

630

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 613.87 OFF 16.0'

620

PG EL 614.11

630 R/W

630

1.5%

CROSS SECTI ON SHEET 20 OF 31

640

M ULTI USE TRAI L

F = 0 CY

RESURFACI NG AND

C = 5 CY

640

M ASON ROAD

STA. 219+25.00

620

% 13.6

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 219+00.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 3 CY

F = 0 CY

SHEET SEQUENCE:

84 OF 95

PROPOSED MULTI-USE TRAIL STA. 219+00.00 TO STA. 219+75.00

CERTI FI CATE OF AUTHORI TY:000133

-140

600

EER

610

I N

6% 17.

PROFESSI ONAL ENGI NEERI NG

5.0%

REV.DATE

1.5%

610

620

DESCRI PTI ON

630

APP.

630

PG EL 610.79

640

R/W

640

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

19P & 20P

WHEATFIELD FARM ROAD

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 221+16.62 SIDESTREET LT 630

630

SEE QUANTITIES TABLE FOR EARTHWORK

EL 606.09 OFF 16.0'

610

620

PG EL 606.61

R/W

620

5.0%

DESCRI PTI ON

REVI SI ONS

7% 20.

-140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

C = 4 CY

FMI SSO

E SS G I O NALEN

STA. 220+50.00 640

PRO

600

O TE

RI U

ST A

1.5%

610

EER

-130

I N

-140

600

APP.

600

1.0%

REV.DATE

1.0%

610

EL 602.89 OFF 8.2'

610

EL 603.02 OFF 20.7'

620 EL 603.11 OFF -14.3'

620

Matthew Graviett PE-2018005006

F = 0 CY

640

Discipline: Professional Engineer

DATE:

600

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 220+25.00 F = 0 CY

610

1.5%

5.0%

620

M ULTI USE TRAI L

EL 609.02 OFF 16.0'

620

PG EL 609.54

630

R/W

630

RESURFACI NG AND

640

M ASON ROAD

C = 4 CY

640

CROSS SECTI ON SHEET 21 OF 31

5.0%

% 15.4

PU BLIC W O RK S

610 1.5%

-140

610

0% 17.

DESIGNED:

T. RENFRO 600 -140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 220+00.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 6 CY

F = 0 CY

SHEET SEQUENCE:

85 OF 95

PROPOSED MULTI-USE TRAIL STA. 220+00.00 TO STA. 221+16.62

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

620

TRA N SPO RTA TIO N

610

EL 607.75 OFF 16.0'

620

PG EL 608.27

630

R/W

630

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

620

21MSD-00436

620

MSD BASE MAP:

19P & 20P

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 222+50.00

610

600

620

610

EL 596.49 OFF 16.0'

R/W

F = 0 CY

PG EL 597.01

C = 7 CY

620

600 5.0%

DESCRI PTI ON

REVI SI ONS

2% 18.

-140

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

C = 6 CY

FMI SSO

E SS G I O NALEN

STA. 222+25.00 630

PRO

590

O TE

RI U

ST A

1.5%

EER

-140

590

I N

590

APP.

8% 20.

5.0%

REV.DATE

1.5%

600

EL 595.33 OFF 16.0'

600

610 PG EL 595.85

R/W

610

Matthew Graviett PE-2018005006

F = 0 CY

630

Discipline: Professional Engineer

DATE:

% 14.5

590

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 222+00.00 F = 0 CY

600

1.5%

5.0%

610

M ULTI USE TRAI L

EL 599.25 OFF 16.0'

610

PG EL 599.77

620

R/W

620

RESURFACI NG AND

630

M ASON ROAD

C = 6 CY

630

CROSS SECTI ON SHEET 22 OF 31

5.0%

PU BLIC W O RK S

600 1.5%

-140

600

12.5%

DESIGNED:

T. RENFRO 590 -140

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 221+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 3 CY

F = 1 CY

SHEET SEQUENCE:

86 OF 95

PROPOSED MULTI-USE TRAIL STA. 221+75.00 TO STA. 222+50.00

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

610

TRA N SPO RTA TIO N

600

EL 597.85 OFF 16.0'

610

PG EL 598.37

620

R/W

620

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

4% 20.

590 -120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 223+50.00 C = 2 CY

F = 2 CY

620

EL 592.82 OFF 14.0'

PG EL 593.24

600

REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006

600

Discipline: Professional Engineer

DATE:

6/13/2023 1.5%

5.0%

% 16.8

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

590 -140

FMI SSO

R/W

610

PRO

610

O TE

RI U

ST A

620

STA. 223+25.00 C = 3 CY

620

F = 0 CY

620

5.0%

600

% 15.0

590 -140

PU BLIC W O RK S

1.5%

TRA N SPO RTA TIO N

EL 593.55 OFF 14.0'

600

PG EL 593.97

610 R/W

610

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 594.23 OFF 16.0'

600

PG EL 594.75

610 R/W

610

1.5%

5.0%

CROSS SECTI ON SHEET 23 OF 31

620

M ULTI USE TRAI L

F = 0 CY

RESURFACI NG AND

C = 5 CY

620

M ASON ROAD

STA. 223+00.00

600

8% 22.

DESIGNED:

T. RENFRO 590 -140

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 222+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 8 CY

F = 0 CY

SHEET SEQUENCE:

87 OF 95

PROPOSED MULTI-USE TRAIL STA. 222+75.00 TO STA. 223+50.00

CERTI FI CATE OF AUTHORI TY:000133

-130

PROFESSI ONAL ENGI NEERI NG

-140

590

EER

5.0%

I N

1.5%

600

EL 592.38 OFF 14.0'

PG EL 592.80

600

DESCRI PTI ON

610

APP.

610

620

R/W

620

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

590 -120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 224+50.00 C = 1 CY

F = 1 CY

620

EL 592.83 OFF 14.0'

PG EL 593.25

600

REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006

600

Discipline: Professional Engineer

DATE:

6/13/2023 1.5%

5.0%

% 16.5

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

590 -140

FMI SSO

R/W

610

PRO

610

O TE

RI U

ST A

620

STA. 224+25.00 C = 1 CY

620

F = 1 CY

620

5.0%

600

4% 19.

590 -140

PU BLIC W O RK S

1.5%

TRA N SPO RTA TIO N

EL 592.49 OFF 14.0'

600

PG EL 592.91

610 R/W

610

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 592.19 OFF 14.0'

600

PG EL 592.61

610 R/W

610

1.5%

600

DESIGNED:

4% 5.0% 22.

T. RENFRO

590 -140

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

CROSS SECTI ON SHEET 24 OF 31

620

M ULTI USE TRAI L

F = 1 CY

RESURFACI NG AND

C = 1 CY

620

M ASON ROAD

STA. 224+00.00

100

110

120

130

STA. 223+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 0 CY

F = 3 CY

SHEET SEQUENCE:

88 OF 95

PROPOSED MULTI-USE TRAIL STA. 223+75.00 TO STA. 224+50.00

CERTI FI CATE OF AUTHORI TY:000133

-130

PROFESSI ONAL ENGI NEERI NG

-140

590

EER

8% 24.

5.0%

I N

1.5%

600

EL 593.10 OFF 16.0'

PG EL 593.62

600

DESCRI PTI ON

610

APP.

610

620

R/W

620

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

590 -120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 225+50.00 C = 3 CY

F = 1 CY

620

EL 594.72 OFF 16.0'

PG EL 595.24

600

REV.DATE

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006

600

Discipline: Professional Engineer

DATE: 1.5%

5.0%

6/13/2023

2% 24.

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

590 -140

FMI SSO

R/W

610

PRO

610

O TE

RI U

ST A

620

STA. 225+25.00 C = 3 CY

620

F = 1 CY

620

5.0%

600

2% 23.

590 -140

PU BLIC W O RK S

1.5%

TRA N SPO RTA TIO N

EL 594.11 OFF 16.0'

600

PG EL 594.63

610 R/W

610

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 593.50 OFF 16.0'

600

PG EL 594.02

610 R/W

610

1.5%

5.0%

CROSS SECTI ON SHEET 25 OF 31

620

M ULTI USE TRAI L

F = 1 CY

RESURFACI NG AND

C = 3 CY

620

M ASON ROAD

STA. 225+00.00

600

3% 23.

DESIGNED:

T. RENFRO 590 -140

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 224+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 3 CY

F = 1 CY

SHEET SEQUENCE:

89 OF 95

PROPOSED MULTI-USE TRAIL STA. 224+75.00 TO STA. 225+50.00

CERTI FI CATE OF AUTHORI TY:000133

-130

PROFESSI ONAL ENGI NEERI NG

-140

590

EER

4% 23.

I N

5.0%

600

1.5%

EL 595.61 OFF 16.0'

600

DESCRI PTI ON

610

APP.

610

PG EL 596.13

620

R/W

620

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

ST A 600

8% 19.

FMI SSO

MATTHEW LEE GRAVIETT

EER

5.0%

O TE

RI U

1.5%

610

PRO

600

EL 598.85 OFF 16.0'

610

NUMBER PE-2018005006

I N

620

PG EL 599.37

630

R/W

630

REV.DATE

REVI SI ONS

19P & 20P

E SS G I O NALEN

Matthew Graviett PE-2018005006

590 -140

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

Discipline: Professional Engineer

DATE:

6/13/2023

630

600 1.5%

5.0%

9% 20.

590 -140

PU BLIC W O RK S

610

TRA N SPO RTA TIO N

600

EL 597.61 OFF 16.0'

610

PG EL 598.13

620

R/W

620

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

600

CROSS SECTI ON SHEET 26 OF 31

M ULTI USE TRAI L

610

RESURFACI NG AND

610

620

EL 596.53 OFF 16.0'

R/W

F = 2 CY

PG EL 597.05

C = 1 CY

620

M ASON ROAD

STA. 226+00.00

600 1.5%

5.0%

4% 22.

DESIGNED:

T. RENFRO 590 -140

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 225+75.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 3 CY

F = 1 CY

SHEET SEQUENCE:

90 OF 95

PROPOSED MULTI-USE TRAIL STA. 225+75.00 TO STA. 226+25.00

CERTI FI CATE OF AUTHORI TY:000133

F = 2 CY

DI SCI PLI NE:

C = 2 CY

630

PROFESSI ONAL ENGI NEERI NG

STA. 226+25.00

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

EL 604.71 OFF 16.0'

4% 18.

600 -140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 227+25.00 C = 5 CY

630

F = 0 CY

630

ST A

EL 603.15 OFF 16.0'

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

610

PRO

610

PG EL 603.67

620 R/W

620

NUMBER PE-2018005006

E SS G I O NALEN

1.5%

5.0%

EER

5.0%

I N

1.5%

REV.DATE

610

DESCRI PTI ON

620

APP.

620 605.23

630

R/W

630

REVI SI ONS

19P & 20P

1% 18.

Matthew Graviett PE-2018005006

600 -140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

Discipline: Professional Engineer

DATE:

6/13/2023

630

EL 601.58 OFF 16.0'

5% 18.

600 -140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 226+75.00 F = 0 CY

1.5%

600

5.0%

610

2% 18.

M ULTI USE TRAI L

EL 600.23 OFF 16.0'

610

PG EL 600.75

620

R/W

620

RESURFACI NG AND

630

M ASON ROAD

C = 4 CY

630

PU BLIC W O RK S

5.0%

CROSS SECTI ON SHEET 27 OF 31

1.5%

610

TRA N SPO RTA TIO N

610

PG EL 602.10

620

R/W

620

600

DESIGNED:

T. RENFRO 590 -140

590 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 226+50.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 3 CY

F = 0 CY

SHEET SEQUENCE:

91 OF 95

PROPOSED MULTI-USE TRAIL STA. 226+50.00 TO STA. 227+25.00

CERTI FI CATE OF AUTHORI TY:000133

F = 0 CY

DI SCI PLI NE:

C = 4 CY

630

PROFESSI ONAL ENGI NEERI NG

STA. 227+00.00

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

640

21MSD-00436

640

MSD BASE MAP:

19P & 20P

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 228+25.00 C = 8 CY

640

F = 0 CY

640

5.0%

DESCRI PTI ON

REVI SI ONS

ST A

8% 22.

610

O TE

FMI SSO

MATTHEW LEE GRAVIETT

RI U

1.5%

620

PRO

610

EL 609.45 OFF 16.0'

620

PG EL 609.97

630

R/W

630

EER

-140

610

NUMBER PE-2018005006

I N

610

APP.

1% 23.

5.0%

REV.DATE

1.5%

620

EL 611.17 OFF 16.0'

620

611.69

630

R/W

630

E SS G I O NALEN

Matthew Graviett PE-2018005006

600 -140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

Discipline: Professional Engineer

DATE:

6/13/2023

640

610 1.5%

5.0%

7% 21.

600 -140

PU BLIC W O RK S

620

TRA N SPO RTA TIO N

610

EL 607.76 OFF 16.0'

620

PG EL 608.28

630

R/W

630

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

610

CROSS SECTI ON SHEET 28 OF 31

M ULTI USE TRAI L

620

RESURFACI NG AND

620

630

EL 606.21 OFF 16.0'

R/W

F = 0 CY

PG EL 606.73

C = 7 CY

630

M ASON ROAD

STA. 227+75.00

610 1.5%

5.0%

4% 20.

DESIGNED:

T. RENFRO 600 -140

600 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 227+50.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 7 CY

F = 0 CY

SHEET SEQUENCE:

92 OF 95

PROPOSED MULTI-USE TRAIL STA. 227+50.00 TO STA. 228+25.00

CERTI FI CATE OF AUTHORI TY:000133

F = 0 CY

DI SCI PLI NE:

C = 8 CY

640

PROFESSI ONAL ENGI NEERI NG

STA. 228+00.00

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

-130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 229+25.00 C = 5 CY

F = 0 CY

640

EL 616.61 OFF 16.0'

R/W EX

PG EL 617.13

5.0%

NUMBER PE-2018005006

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

7% 19.

6/13/2023

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

DI SCI PLI NE:

610 -140

MATTHEW LEE GRAVIETT

E SS G I O NALEN

620 1.5%

FMI SSO

620

630

PRO

630

O TE

RI U

ST A

640

STA. 229+00.00 C = 7 CY

640

F = 0 CY

640

5.0%

620

8% 20.

610 -140

PU BLIC W O RK S

1.5%

TRA N SPO RTA TIO N

EL 614.78 OFF 16.0'

620

PG EL 615.30

630 R/W

630

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

EL 612.96 OFF 16.0'

620

PG EL 613.48

630 R/W

630

1.5%

5.0%

620

1% 22.

DESIGNED:

T. RENFRO

610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

CROSS SECTI ON SHEET 29 OF 31

640

M ULTI USE TRAI L

F = 0 CY

RESURFACI NG AND

C = 9 CY

640

M ASON ROAD

STA. 228+75.00

100

110

120

130

STA. 228+50.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 8 CY

F = 0 CY

SHEET SEQUENCE:

93 OF 95

PROPOSED MULTI-USE TRAIL STA. 228+50.00 TO STA. 229+25.00

CERTI FI CATE OF AUTHORI TY:000133

-140

610

EER

610

I N

620

0% 19.

PROFESSI ONAL ENGI NEERI NG

5.0%

REV.DATE

1.5%

630

620

EL 618.42 OFF 16.0'

630

DESCRI PTI ON

640

APP.

640

PG EL 618.94

650

R/W

650

REVI SI ONS

19P & 20P

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

EL 625.62 OFF 16.0'

620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 230+25.00 C = 6 CY

650

F = 0 CY

650

ST A

EL 623.76 OFF 16.0'

FMI SSO

MATTHEW LEE GRAVIETT

RI U

5.0%

O TE

NUMBER PE-2018005006

E SS G I O NALEN

1.5%

630

PRO

630

PG EL 624.28

640 R/W

640

EER

1% 18.

I N

5.0%

REV.DATE

1.5%

630

DESCRI PTI ON

640

APP.

640

PG EL 626.14

650

R/W

650

REVI SI ONS

19P & 20P

3% 19.

Matthew Graviett PE-2018005006

620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

Discipline: Professional Engineer

DATE:

6/13/2023

650

EL 621.89 OFF 16.0'

8% 20.

620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 229+75.00 F = 0 CY

1.5%

620

5.0%

630

0% 20.

M ULTI USE TRAI L

EL 620.15 OFF 16.0'

630

PG EL 620.67

640

R/W

640

RESURFACI NG AND

650

M ASON ROAD

C = 7 CY

650

PU BLIC W O RK S

5.0%

CROSS SECTI ON SHEET 30 OF 31

1.5%

630

TRA N SPO RTA TIO N

630

PG EL 622.41

640

R/W

640

620

DESIGNED:

T. RENFRO 610 -140

610 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 229+50.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 6 CY

F = 0 CY

SHEET SEQUENCE:

94 OF 95

PROPOSED MULTI-USE TRAIL STA. 229+50.00 TO STA. 230+25.00

CERTI FI CATE OF AUTHORI TY:000133

F = 0 CY

DI SCI PLI NE:

C = 7 CY

650

PROFESSI ONAL ENGI NEERI NG

STA. 230+00.00

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

660

21MSD-00436

660

MSD BASE MAP:

19P & 20P

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 231+11.86 C = 3 CY

660

F = 0 CY

660

640

REVI SI ONS

DESCRI PTI ON

O TE

MATTHEW LEE GRAVIETT

1.5%

-140

630 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

C = 5 CY

NUMBER PE-2018005006

E SS G I O NALEN

STA. 231+00.00 660

PRO

630

FMI SSO RI U

ST A

640

PG EL 632.07

650

R/W

650

EER

-130

I N

-140

630

APP.

630

1.5%

REV.DATE

640

633.12

650 R/W

650

Matthew Graviett PE-2018005006

F = 0 CY

660

Discipline: Professional Engineer

DATE:

7% 18.

620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

140

STA. 230+75.00 F = 0 CY

630

640

M ULTI USE TRAI L

EL 627.50 OFF 16.0'

640

PG EL 628.02

650

R/W

650

RESURFACI NG AND

660

M ASON ROAD

C = 5 CY

660

630 1.5%

5.0%

0% 23.

DESIGNED:

T. RENFRO 620 -140

620 -130

-120

-110

-100

-90

-80

-70

-60

-50

-40

-30

-20

-10

100

110

120

130

STA. 230+50.00

140

DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT C = 7 CY

F = 0 CY

SHEET SEQUENCE:

95 OF 95

PROPOSED MULTI-USE TRAIL STA. 230+50.00 TO STA. 231+11.86

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

630

PU BLIC W O RK S

5.0%

CROSS SECTI ON SHEET 31 OF 31

1.5%

640

TRA N SPO RTA TIO N

630

EL 629.53 OFF 14.0'

640

PG EL 629.95

650

R/W

650

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

FMI SSO

MATTHEW LEE GRAVIETT

PRO

EER

O TE

RI U

ST A

REV.DATE

REVI SI ONS

19P & 20P

NUMBER

I N

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

T. RENFRO DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

1 OF 95 4

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

PU BLIC W O RK S

STANDARD DETAI LS SHEET 1 OF 4

TRA N SPO RTA TIO N

M ULTI USE TRAI L

RESURFACI NG AND

M ASON ROAD

DESIGNED:

NOTE: THE DETAIL DRAWINGS SHOWN HERE ARE ONLY FOR PRIVATE CONSTRUCTION THAT IS NOT UNDER MSD PERMITS. REFER TO MSD SPECIFICATIONS AND STANDARD DETAILS FOR PUBLIC SEWER CONSTRUCTION OR PRIVATE CONSTRUCTION UNDER MSD PERMITS.

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746 FEDERAL PROJECT NO.

STP-5574(606) E-W GATEWAY TIP NO.

6905A-20 MSD:

21MSD-00436 MSD BASE MAP:

DESCRI PTI ON APP.

FMI SSO

MATTHEW LEE GRAVIETT

PRO

EER

O TE

RI U

ST A

REV.DATE

REVI SI ONS

19P & 20P

NUMBER

I N

PE-2018005006

E SS G I O NALEN

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

DESIGNED:

T. RENFRO DRAWN:

T. RENFRO CHECKED:

M. GRAVIETT SHEET SEQUENCE:

2 OF 95 4

CERTI FI CATE OF AUTHORI TY:000133

DI SCI PLI NE:

PU BLIC W O RK S

STANDARD DETAI LS SHEET 2 OF 4

TRA N SPO RTA TIO N

M ULTI USE TRAI L

RESURFACI NG AND

M ASON ROAD

NOTE: ALL PROPOSED AREA INLETS TO USE BASE FROM DOUBLE UNTRAPPED STREET INLET DETAIL.

PROFESSI ONAL ENGI NEERI NG

6/13/2023

COUNTY PROJECT NO.

AR-1746

SOIL AMENDMENT - COMPOST SPECIFICATION:

FEDERAL PROJECT NO.

DESCRIPTION: THIS WORK SHALL CONSIST OF INCORPORATING

STP-5574(606)

COMPOST WITHIN THE ROOT ZONE OF THE PLANNED VEGETATION

E-W GATEWAY TIP NO.

COVER TO IMPROVE SOIL QUALITY AND EVAPOTRANSPIRATION.

6905A-20

AMENDED SOILS NOTES: MSD:

MATERIALS:

21MSD-00436

COMPOST SHALL BE MATURE, STABLE, WEED FREE, AND PRODUCED

SEE TABLE 1. AMENDED SOILS DISCONNECTION CRITERIA FOR DESIGN REQUIREMENTS.

BY AEROBIC DECOMPOSITION OF ORGANIC MATTER. COMPOST

TILL SOIL SUBGRADE PRIOR TO COMPOST ADDITION, AND TILL AFTER COMPOST ADDITION.

FEEDSTOCK MAY INCLUDE, BUT IS NOT LIMITED TO: AGRICULTURAL,

CLEAN ALL OBJECTS LARGER THAN 2" FROM AMENDED SOIL AREA.

FOOD OR INDUSTRIAL RESIDUALS; CLASS A BIOSOLIDS AS DEFINED

FOR TURF COVER, COMPLETE WITH FINE GRADING AND SODDING IN ACCORDANCE WITH MSD

IN THE EPA CFR TITLE 40, PART 503; YARD TRIMMINGS, OR

19P & 20P

SEE COMPOST SPECIFICATION FOR COMPOST MATERIAL PROPERTIES AND TESTING REQUIREMENTS.

NOT CONTAIN ANY VISIBLE REFUSE OR OTHER PHYSICAL CONTAMINANTS, SUBSTANCES TOXIC TO PLANTS, OR OVER 5% SAND, RECOMMENDED COMPOST TESTING METHODOLOGIES AND SAMPLING PROCEDURES ARE PROVIDED IN TEST

MEET ALL APPLICABLE USEPA CFR, TITLE 40, PART 503 STANDARDS

METHODS FOR THE EXAMINATION OF COMPOSTING AND COMPOST (TMECC), AND STANDARD METHODS FOR

FOR CLASS A BIOSOLIDS. THE MOISTURE LEVEL SHALL BE SUCH

THE EXAMINATION OF WATER AND WASTEWATER.

THAT NO VISIBLE WATER OR DUST IS PRODUCED WHEN HANDLING

THE MATERIAL. TESTING: PRIOR TO DELIVERY OF ANY COMPOST TO THE SITE AND

REV.DATE

AS PART OF SHOP DRAWING REVIEW, THE FOLLOWING DOCUMENTATION SHALL BE PROVIDED BY THE CONTRACTOR TO THE

HEALTH AND SAFETY REGULATIONS ·

A STATEMENT THAT THE COMPOSTING PROCESS HAS MET TIME AND TEMPERATURE REQUIREMENTS

A COPY OF THE LAB ANALYSIS, LESS THAN FOUR MONTHS OLD, PERFORMED BY A SEAL OF TESTING ASSURANCE CERTIFIED LABORATORY VERIFYING THAT THE COMPOST MEETS THE

DETERMINING COMPOST QUANTITY. COMPOST SHALL UNIFORMLY BE APPLIED OVER THE ENTIRE AREA TO A DEPTH OF TWO (2) INCHES, AND INCORPORATED INTO THE SOIL TO A MINIMUM DEPTH OF SIX (6) INCHES. WHERE TREE ROOTS OR OTHER NATURAL FEATURES LIMIT THE MAXIMUM

PROPOSED GREENSPACE

PROPOSED TRAIL (8')

APPROXIMATION: ONE (1) INCH COMPOST SPREAD OVER 1000 SQUARE FEET = THREE (3) CUBIC YARDS. THE DESIGNER MAY SPECIFY DIFFERENT

FMI SSO

MATTHEW LEE GRAVIETT NUMBER

PE-2018005006

E SS G I O NALEN

(4', 6,' or 8')

COMPOST APPLICATION RATES DEPENDING UPON SOIL CONDITIONS.

PRO

DEPTH OF INCORPORATION, COMPOST QUANTITIES SHOULD BE ADJUSTED. REQUIRED VOLUME OF COMPOST MAY BE ESTIMATED USING THE FOLLOWING

O TE

RI U

ST A

PHYSICAL REQUIREMENTS AS DESCRIBED IN TABLE 1.

EER

A STATEMENT THAT THE COMPOST MEETS FEDERAL AND STATE

Matthew Graviett PE-2018005006

COMPOST APPLICATION PROCEDURE.

Discipline: Professional Engineer

1. CLEAR SURFACE OF OBSTRUCTIONS AND PROPERLY DISPOSE. THE SOIL SURFACE SHALL BE REASONABLY FREE OF ALL OBJECTS, INCLUDING STONE

DATE:

6/13/2023

AND RUBBLE, GREATER THAN 2 INCHES, AND OTHER MATERIAL WHICH WILL INTERFERE WITH PLANTING AND SUBSEQUENT SITE MAINTENANCE. 2.ROTOTILL TO A DEPTH OF 6-8" FOR TURF COVER AND A MINIMUM OF 12" FOR DEEP ROOTED VEGETATION. IF THE SOIL IS TOO DENSE FOR A ROTOTILLER, THE SOIL SHOULD FIRST BE BROKEN UP INTO LARGE AGGREGATES USING A SOIL RIPPER.

DI SCI PLI NE:

3.IF OBSTRUCTIONS ARE UNEARTHED DURING TILLING, CLEAR OBSTRUCTIONS AND PROPERLY DISPOSE OF. THE SOIL SURFACE SHALL BE REASONABLY FREE OF ALL OBJECTS, INCLUDING STONE AND RUBBLE, GREATER THAN 2 INCHES, AND OTHER MATERIAL WHICH WILL INTERFERE WITH PLANTING AND

AMENDED SOIL

SUBSEQUENT SITE MAINTENANCE.

VARIES%

4.DISTRIBUTE COMPOST EVENLY TO A MINIMUM DEPTH OF 2 INCHES OVER THE SOIL SURFACE.

5% MAX 1.5%

5.REROTOTILL SEVERAL TIMES IN PERPENDICULAR DIRECTIONS TO INCORPORATE COMPOST AND OTHER SOIL AMENDMENTS. 6.COMPLETE WITH FINE GRADING AND SODDING.

ALTERNATIVES FOR DEEP COMPACTION. IF SOIL IS COMPACTED DEEPER THAN 6 INCHES, ALTERNATIVE TECHNIQUES, SUCH AS TRENCHING, MAY YIELD BETTER RESULTS.

SLOPE LIMITATIONS. ON STEEP SLOPES, INCREASING SOIL MOISTURE COULD POTENTIALLY CAUSE SOIL INSTABILITY. IN GENERAL, COMPOST AMENDMENT IS NOT RECOMMENDED FOR SLOPES STEEPER THAN 3:1 (HORIZONTAL:VERTICAL) . SPECIAL CARE SHOULD BE TAKEN DURING INSTALLATION ON STEEP SLOPES. INSTALLATION SHOULD BE PERFORMED DURING DRY WEATHER, AND EARLY ENOUGH IN THE YEAR TO PERMIT THE ESTABLISHMENT OF

SWALE FLOWLINE

VEGETATION BEFORE THE ONSET OF WINTER.

NATURAL, NON-AMENDED EARTH

TREE AND SHRUB CONSIDERATIONS. CARE MUST BE TAKEN AROUND EXISTING TREES AND SHRUBS TO PREVENT ROOT DAMAGE DURING SOIL

PU BLIC W O RK S

TRA N SPO RTA TIO N

7.WATER THOROUGHLY. ALLOW SOIL TO SETTLE FOR ONE WEEK.

TILL 2" THICK LAYER OF COMPOST INTO EXISTING SOIL.

COVER, 12" MIN. DEEP FOR DEEPER ROOTED VEGETATION

SEEDING/ VEGETATION. VEGETATION SHOULD BE INSTALLED IMMEDIATELY AFTER COMPOST APPLICATION. FOLLOW PUBLISHED GUIDELINES FOR SEEDING, SODDING OR PLANTING.

REFERENCES. 1 TEST METHODS FOR THE EXAMINATION OF COMPOSTING AND COMPOST. 2002. USDA AND U.S. COMPOSTING COUNCIL. 2 STANDARD METHODS FOR THE EXAMINATION OF WATER AND WASTEWATER. 1992. 18TH EDITION, AMERICAN PUBLIC HEALTH ASSOCIATION, 1015 FIFTEENTH STREET, NW, WASHINGTON, DC 20005.

1 C-8.1

AMENDED SOIL DETAIL INTERACTION BETWEEN PAVEMENT AND GREENSPACE

STANDARD DETAI LS SHEET 3 OF 4

IMPORTANT TO CONSULT WITH A PROFESSIONAL ARBORIST FOR GUIDELINES REGARDING SPECIFIC TREE AND SHRUB SPECIES.

M ULTI USE TRAI L

TILL 6" MIN. DEEP FOR TURF

RESURFACI NG AND

MAY EXTEND WELT BEYOND THE DRIP LINE. SOME TREES AND SHRUBS WILL RECOVER FROM A CERTAIN AMOUNT OF ROOT DISTURBANCE. IT IS

M ASON ROAD

AMENDMENT. SOIL DISTURBANCE SHOULD BE AVOIDED ENTIRELY WITHIN THE TREE'S DRIP LINE (THE OUTER LIMITS OF THE BRANCHES). A TREE'S ROOTS

3 CHOLLAK, T. AND ROSENFELD, R. 1998. GUIDELINES FOR LANDSCAPING WITH COMPOST-AMENDED SOILS.. PREPARED FOR CITY OF REDMOND PUBLIC WORKS, REDMOND, WA. AVAILABLE AT HTTP://DEOTS.WASHINGTON.EDU/CWWS.

DESIGNED:

T. RENFRO DRAWN:

SHOP DRAWINGS FOR BMPS:

T. RENFRO CHECKED:

MSD SHOP DRAWING SUBMITTAL REQUIRED FOR BMP AND ITS COMPONENTS PRIOR TO CONSTRUCTION. MSD CONTACT: PLEASE CONTACT THE DISTRICT'S CONSTRUCTION MANAGEMENT DIVISION AT (314) 335-2072 FOR QUESTIONS.

M. GRAVIETT SHEET SEQUENCE:

3 OF 95 4

CERTI FI CATE OF AUTHORI TY:000133

FEEDSTOCK PERCENTAGE IN THE FINAL COMPOST PRODUCT

I N

DISTRICT INSPECTOR:

PROFESSI ONAL ENGI NEERI NG

SHALL POSSESS NO OBJECTIONABLE ODORS. THE PRODUCT MUST

REVI SI ONS

SILT, CLAY OR ROCK MATERIAL BY DRY WEIGHT. THE PRODUCT

DESCRI PTI ON

STANDARD SPECIFICATIONS. 5.

APP.

SOURCE-SEPARATED MUNICIPAL SOLID WASTE. THE PRODUCT MUST

MSD BASE MAP:

PU BLIC W O RK S

TRA N SPO RTA TIO N

DI SCI PLI NE:

EER

NUMBER

DESIGNED:

T. RENFRO

DRAWN:

T. RENFRO

CHECKED:

M. GRAVIETT

SHEET SEQUENCE:

4 OF 95 4

CERTI FI CATE OF AUTHORI TY:000133

E SS G I O NALEN

I N

PE-2018005006

PROFESSI ONAL ENGI NEERI NG

MATTHEW LEE GRAVIETT

STANDARD DETAI LS SHEET 4 OF 4

M ULTI USE TRAI L

RESURFACI NG AND

ST A

O TE RI U

PRO

M ASON ROAD

REV.DATE

DESCRI PTI ON

REVI SI ONS APP.

NOTE: ALTERNATE DITCH CHECKS ARE BID AS "FILTER ROLLS (FILTER SOCKS)"

COUNTY PROJECT NO.

AR-1746

FEDERAL PROJECT NO.

STP-5574(606)

E-W GATEWAY TIP NO.

6905A-20

MSD:

21MSD-00436

MSD BASE MAP:

19P & 20P

FMI SSO

Matthew Graviett PE-2018005006 Discipline: Professional Engineer

DATE:

6/13/2023